Nothing Special   »   [go: up one dir, main page]

You seem to have javascript disabled. Please note that many of the page functionalities won't work as expected without javascript enabled.
 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Article Types

Countries / Regions

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Search Results (6,344)

Search Parameters:
Keywords = laboratory experiment

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
22 pages, 8312 KiB  
Article
Evaluating Radiance Field-Inspired Methods for 3D Indoor Reconstruction: A Comparative Analysis
by Shuyuan Xu, Jun Wang, Jingfeng Xia and Wenchi Shou
Buildings 2025, 15(6), 848; https://doi.org/10.3390/buildings15060848 - 7 Mar 2025
Abstract
An efficient and robust solution for 3D indoor reconstruction is crucial for various managerial operations in the Architecture, Engineering, and Construction (AEC) sector, such as indoor asset tracking and facility management. Conventional approaches, primarily relying on SLAM and deep learning techniques, face certain [...] Read more.
An efficient and robust solution for 3D indoor reconstruction is crucial for various managerial operations in the Architecture, Engineering, and Construction (AEC) sector, such as indoor asset tracking and facility management. Conventional approaches, primarily relying on SLAM and deep learning techniques, face certain limitations. With the recent emergence of radiance field (RF)-inspired methods, such as Neural Radiance Field (NeRF) and 3D Gaussian Splatting (3DGS), it is worthwhile to evaluate their capability and applicability for reconstructing built environments in the AEC domain. This paper aims to compare different RF-inspired methods with conventional SLAM-based methods and to assess their potential use for asset management and related downstream tasks in indoor environments. Experiments were conducted in university and laboratory settings, focusing on 3D indoor reconstruction and semantic asset segmentation. The results indicate that 3DGS and Nerfacto generally outperform other NeRF-based methods. In addition, this study provides guidance on selecting appropriate reconstruction approaches for specific use cases. Full article
(This article belongs to the Special Issue Intelligence and Automation in Construction Industry)
Show Figures

Figure 1

Figure 1
<p>NeRF for 3D reconstruction.</p>
Full article ">Figure 2
<p>Indoor spaces for experiment.</p>
Full article ">Figure 3
<p>Directory structure of the dataset.</p>
Full article ">Figure 4
<p>Render results using RF-inspired methods. (<b>a</b>) Original picture of the laboratory, (<b>b</b>) render results using Instant-NGP, (<b>c</b>) render results using Nerfacto, (<b>d</b>) render results using 3DGS.</p>
Full article ">Figure 5
<p>Point clouds of reconstructed indoor scene.</p>
Full article ">Figure 6
<p>Segmentation results by pre-trained PointNet (Front View).</p>
Full article ">Figure 7
<p>Two video-capturing strategies used in this study.</p>
Full article ">Figure 8
<p>Reconstructed scenes comparison among different video-capturing methods.</p>
Full article ">Figure 8 Cont.
<p>Reconstructed scenes comparison among different video-capturing methods.</p>
Full article ">Figure 9
<p>Reconstructed scenes comparison among different dataset size.</p>
Full article ">Figure 9 Cont.
<p>Reconstructed scenes comparison among different dataset size.</p>
Full article ">Figure 10
<p>Application map for choosing the most suitable algorithm for certain tasks.</p>
Full article ">
14 pages, 1501 KiB  
Article
Tension Estimation in Anchor Rods Using Multimodal Ultrasonic Guided Waves
by Thilakson Raveendran and Frédéric Taillade
Sensors 2025, 25(6), 1665; https://doi.org/10.3390/s25061665 - 7 Mar 2025
Abstract
The diagnosis of post-stressed anchor rods is essential for maintaining the service and ensuring the safety of Electricité de France (EDF) structures. These rods are critical for the mechanical strength of structures and electromechanical components. Currently, the standard method for estimating the effective [...] Read more.
The diagnosis of post-stressed anchor rods is essential for maintaining the service and ensuring the safety of Electricité de France (EDF) structures. These rods are critical for the mechanical strength of structures and electromechanical components. Currently, the standard method for estimating the effective tension of post-stressed tie rods with a free length involves measuring the residual force using a hydraulic jack. However, this method can be costly, impact the structure’s operation, and pose risks to employees. Until now, there has been no reliable on-field approach to estimating residual tension using a lightweight setup. This research introduces a nondestructive method using multimodal ultrasonic guided waves to evaluate the residual tension of anchor rods with a few centimeters free at one end. The methodology was developed through both laboratory experiments and simulations. This new method allows for the extraction of dispersion curves for the first three modes, bending, torsional, and longitudinal, using time–frequency analysis and enables the estimation of the steel bar’s properties. Future work will focus on applying this methodology in the field. Full article
14 pages, 1007 KiB  
Article
A Nested Inverted Pendulum as a Possible Pre-Isolator for the ET-LF Seismic Isolation System
by Lucia Trozzo, Alcide Bertocco, Matteo Bruno, Rosario De Rosa, Luciano Di Fiore, Domenico D’Urso, Franco Frasconi, Alberto Gennai, Leonardo Lucchesi, Moreno Nacca, Federico Pilo, Paolo Prosperi, Davide Rozza, Paolo Ruggi, Valeria Sipala and Francesca Spada
Galaxies 2025, 13(2), 21; https://doi.org/10.3390/galaxies13020021 - 7 Mar 2025
Abstract
The third-generation instrument era is approaching, and the Einstein Telescope (ET) giant interferometer is becoming a reality, with the potential to be installed at an underground site where seismic noise is about 100 times lower than at the surface. Moreover, new available technologies [...] Read more.
The third-generation instrument era is approaching, and the Einstein Telescope (ET) giant interferometer is becoming a reality, with the potential to be installed at an underground site where seismic noise is about 100 times lower than at the surface. Moreover, new available technologies and the experience acquired from operating advanced detectors are key to further extending the detection bandwidth down to 2–3 Hz, with the possibility of suspending a cryogenic payload. The New Generation of Super-Attenuator (NGSA) is an R&D project aimed at the improvement of vibration isolation performance for thirrd-generation detectors of gravitational waves, assuming that the present mechanical system adopted for the advanced VIRGO interferometer (second generation) is compliant with a third-generation detector. In this paper, we report the preliminary results obtained from a simulation activity devoted to the characterization of a mechanical system based on a multi-stage pendulum and a double-inverted pendulum in a nested configuration (NIP). The final outcomes provide guidelines for the construction of a reduced-scale prototype to be assembled and tested in the “PLANET” laboratory at INFN Naples, where the multi-stage pendulum—equipped with a new magnetic anti-spring (nMAS)—will be hung from the NIP structure. Full article
Show Figures

Figure 1

Figure 1
<p>Displacement sensitivity of second-generation detector AdV compared with its design sensitivity and the ET target sensitivity.</p>
Full article ">Figure 2
<p>Two-dimensional sketch (<b>a</b>) and technical drawing of the NIP prototype (<b>b</b>,<b>c</b>). All the isolation stages are shown from top to bottom: the first pre-isolator (inverted pendulum (IP) ground connected through its feet) from which a mechanical platform (BR) is hung, supporting a second pre-attenuation stage (F0). A dummy mass (MA) is suspended from the top of the F0.</p>
Full article ">Figure 3
<p>NIP simulated transfer function. The function is calculated assuming the ground displacement as input and IP stage displacement as output. The left-hand image shows the longitudinal component and the right-hand image shows the tilt coupling component.</p>
Full article ">Figure 4
<p>NIP simulated transfer function. The function is calculated assuming the ground displacement as input and F0 stage displacement as output. The left-hand image shows the longitudinal component and the right-hand image shows the tilt coupling component.</p>
Full article ">Figure 5
<p>NIP simulated transfer function. The function is calculated assuming the ground displacement as input and MA stage displacement as output. The left-hand image shows the longitudinal component and the right-hand image shows the tilt-coupling component.</p>
Full article ">Figure 6
<p>Simulated IP mechanical plant. The function is calculated by assuming that a force is injected as input into the IP stage, with the IP stage displacement as the output.</p>
Full article ">Figure 7
<p>Simulated F0 mechanical plant. The function is calculated by assuming that a force is injected as input into the F0 stage, with the F0 stage displacement as the output.</p>
Full article ">Figure 8
<p>Amplitude spectral density of the seismic noise displacement measured at the Laboratory of Experimental Gravitational Physics in Naples (upper panel) along with a ground tilt model (lower panel).</p>
Full article ">Figure 9
<p>Amplitude spectral density of the intrinsic noise level of the devices chosen to implement the feedback controls of the NIP. The left panel shows the noise curve of the LVDT (blue curve), accelerometer (red curve), and Oplev (yellow curve). The right panel shows the DAC noise.</p>
Full article ">Figure 10
<p>Technical drawing of the NIP prototype where the position of sensors and actuators are highlighted.</p>
Full article ">Figure 11
<p>Simulated open-loop transfer function relative to the IP stage. The magnitude of the TF crosses the unity gain at four points: 0.044 Hz, 0.055 Hz, 0.380 Hz, and 1.4 Hz. The phase margin at the crossings ranges approximately from 48 degrees to 132 degrees.</p>
Full article ">Figure 12
<p>Simulated open-loop transfer function relative to the the F0 stage. The magnitude of the TF crosses the unity gain at around <math display="inline"><semantics> <mrow> <mn>0.130</mn> </mrow> </semantics></math> Hz, with a phase margin of about 140 degrees.</p>
Full article ">Figure 13
<p>NIP mechanical attenuation with transfer function from ground MA with F0 and IP control loop active and not active: blue line—simulated passive seismic transmission (open-loop); red line—simulated passive seismic transmission when both IP and F0 control loops are active.</p>
Full article ">Figure 14
<p>Noise budget of the NIP prototype. The panel on the left shows the expected residual motion of the suspended mass due to the longitudinal ground motion (blue curve) and ground tilt motion (red curve). The panel on the right shows the expected residual motion of the suspended mass due to the sensing of the accelerometer (red curve), LVDT (blue curve), Oplev (purple curve), and DAC noise (green and ciano curves) re-injected via the control loop.</p>
Full article ">Figure 15
<p>Noise projection on the suspended mass. Blue curve is the amount of the ground motion re-injected via IP. Red and yellow curves represent the amount of the control noise related to the sensing of the accelerometer and Oplev, respectively, and re-injected via IP and F0 control.</p>
Full article ">
18 pages, 4733 KiB  
Article
A Neural Network-Based Structural Parameter Assessment Method for Prefabricated Concrete Pavement
by Yongsheng Tang, Yunzhen Lin and Tao Yu
Buildings 2025, 15(6), 843; https://doi.org/10.3390/buildings15060843 - 7 Mar 2025
Abstract
Due to their construction efficiency, prefabricated concrete pavements are becoming a good choice for airport construction or refreshing. However, as a new type of pavement structure, their structural analysis theory and actual structural performance have not been determined. Therefore, a new method based [...] Read more.
Due to their construction efficiency, prefabricated concrete pavements are becoming a good choice for airport construction or refreshing. However, as a new type of pavement structure, their structural analysis theory and actual structural performance have not been determined. Therefore, a new method based on a neural network is applied to implement a long-term structural assessment, with the input being monitored strain data; it is named the jellyfish search algorithm-optimized BP neural network (JS-BP) model. Considering the structural characteristics, three key parameters are selected as the key parameters to implement the assessment, namely, the bending and tensile modulus, reaction modulus at top of the subgrade, and seam equivalent modulus. To implement the method, the databases are established first with the simulation results from some finite element models of prefabricated concrete pavement. Then, the proposed JS-BP neural network model is trained and checked with the established database. The simulation results verify an excellent accuracy of the proposed method as the difference between the predicted value and the true value is smaller than 1%. Moreover, the aircraft loads show some influence on the prediction results, in which the prediction error is about 5% for most cases, while it is up to 15% for assessing the top surface reaction modulus of the subgrade. Compared with the proposed JS-BP model, the accuracy of the traditional BP model is not so high, as the largest error can be up to 25%. Lastly, the proposed method is verified with some experiments using laboratory models. From the test results it is indicated that the prediction accuracy of the proposed method for the three parameters is still good enough, as the prediction error is within 5%. Full article
(This article belongs to the Special Issue Research on the Mechanical and Durability Properties of Concrete)
Show Figures

Figure 1

Figure 1
<p>Schematic diagram of BP neural network.</p>
Full article ">Figure 2
<p>Model size, load location, and strain acquisition.</p>
Full article ">Figure 3
<p>Training effectiveness.</p>
Full article ">Figure 4
<p>Results of model training for (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, and (<b>c</b>) seam equivalent modulus.</p>
Full article ">Figure 5
<p>Analysis of evaluation indexes: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, and (<b>c</b>) seam equivalent modulus.</p>
Full article ">Figure 6
<p>Schematic of the cross-sectional location of the runway where the aircraft is located.</p>
Full article ">Figure 7
<p>JS-BP and BP neural network model prediction results: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) position of aircraft load in longitudinal coordinates.</p>
Full article ">Figure 7 Cont.
<p>JS-BP and BP neural network model prediction results: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) position of aircraft load in longitudinal coordinates.</p>
Full article ">Figure 8
<p>Analysis of evaluation indicators: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) position of aircraft load in longitudinal coordinates.</p>
Full article ">Figure 9
<p>JS-BP and BP neural network model prediction results: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) aircraft load multipliers.</p>
Full article ">Figure 10
<p>Analysis of evaluation indicators: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) aircraft load multipliers.</p>
Full article ">Figure 10 Cont.
<p>Analysis of evaluation indicators: (<b>a</b>) Bending and tensile modulus, (<b>b</b>) reaction modulus at top of the subgrade, (<b>c</b>) seam equivalent modulus, and (<b>d</b>) aircraft load multipliers.</p>
Full article ">Figure 11
<p>RC prefabricated pavement panel.</p>
Full article ">Figure 12
<p>Sensor deployment in the steel bar.</p>
Full article ">Figure 13
<p>Strain-sensing performance of self-sensing bar under different strain cases: (<b>a</b>) Small-strain case and (<b>b</b>) large-strain case.</p>
Full article ">Figure 14
<p>Load simulation.</p>
Full article ">
19 pages, 669 KiB  
Article
Comparison of the Effects of Endurance Training Conducted in Conditions of Normoxia and Artificial Hypoxia in Patients After Myocardial Infarction
by Agata Nowak-Lis, Zbigniew Nowak, Dominika Grzybowska-Ganszczyk, Paweł Jastrzębski and Anna Konarska-Rawluk
J. Clin. Med. 2025, 14(6), 1790; https://doi.org/10.3390/jcm14061790 - 7 Mar 2025
Viewed by 73
Abstract
Background/Objective: Attention should be paid to the introduction of more functional training methods during the second stage of cardiac rehabilitation, which imitate everyday activities to some extent. The main purpose of this research was to analyze the effects of a 22-day training [...] Read more.
Background/Objective: Attention should be paid to the introduction of more functional training methods during the second stage of cardiac rehabilitation, which imitate everyday activities to some extent. The main purpose of this research was to analyze the effects of a 22-day training program carried out in normobaric hypoxic conditions corresponding to the altitude of 3000 m a.s.l. in patients after myocardial infarction and to compare it with the same training conducted in normoxic conditions. Material and Methods: This study included 36 patients after myocardial infarction who underwent percutaneous angioplasty with stent implantation. They were examined before and after 2 days of training sessions: day one, spiroergometric exercise test on a mechanical treadmill, blood collection for laboratory tests; day two, echocardiography of the heart. Than patients underwent 22 days of training in hypoxic conditions. At the end of experiment patients had the same examinations as day one and two. Results: Training conducted in hypoxic conditions had a wider impact on spiroergometrical parameters. Significant, beneficial changes were demonstrated in relation to test duration, distance covered, energy expenditure MET, respiratory exchange ratio RER, as well as resting values of systolic and diastolic blood pressure. There were no changes in parameters for morphology, cytokines, and fibrinogen. There were some differences in relation to echocardiography examinations. Conclusions: The conditions in which the rehabilitation training was conducted affect the level of exercise tolerance. The hypoxic conditions in which the training was conducted affected only two hemodynamic parameters: LVESd and e’ septal. Rehabilitation training conducted in various environmental conditions had an impact only on the IL-10 value. Full article
(This article belongs to the Special Issue Myocardial Infarction: Current Status and Future Challenges)
Show Figures

Figure 1

Figure 1
<p>Changes in the value of saturation among the patients training in normoxic conditions corresponding to the altitude of 350 m a.s.l. (immediately before and immediately after exercise).</p>
Full article ">Figure 2
<p>Changes in saturation values among the patients training in hypoxic conditions corresponding to 3000 m a.s.l. (before entering the cabin, after 30 min of adaptation, and after exercise).</p>
Full article ">
19 pages, 2861 KiB  
Article
Within-Field Temporal and Spatial Variability in Crop Productivity for Diverse Crops—A 30-Year Model-Based Assessment
by Ixchel Manuela Hernández-Ochoa, Thomas Gaiser, Kathrin Grahmann, Anna Maria Engels and Frank Ewert
Agronomy 2025, 15(3), 661; https://doi.org/10.3390/agronomy15030661 - 6 Mar 2025
Viewed by 167
Abstract
Within-field soil physical and chemical heterogeneity may affect spatio-temporal crop performance. Managing this heterogeneity can contribute to improving resource use and crop productivity. A simulation experiment based on comprehensive soil and crop data collected at the patchCROP landscape laboratory in Tempelberg, Brandenburg, Germany, [...] Read more.
Within-field soil physical and chemical heterogeneity may affect spatio-temporal crop performance. Managing this heterogeneity can contribute to improving resource use and crop productivity. A simulation experiment based on comprehensive soil and crop data collected at the patchCROP landscape laboratory in Tempelberg, Brandenburg, Germany, an area characterized by heterogeneous soil conditions, was carried out to quantify the impact of within-field soil heterogeneities and their interactions with interannual weather variability on crop yield variability in summer and winter crops. Our hypothesis was that crop–soil water holding capacity interactions vary depending on the crop, with some crops being more sensitive to water stress conditions. Daily climate data from 1990 to 2019 were collected from a nearby station, and crop management model inputs were based on the patchCROP management data. A previously validated agroecosystem model was used to simulate crop growth and yield for each soil auger profile over the 30-year period. A total of 49 soil auger profiles were classified based on their plant available soil water capacity (PAWC), and the seasonal rainfall by crop was also classified from lowest to highest. The results revealed that the spatial variability in crop yield was higher than the temporal variability for most crops, except for sunflower. Spatial variability ranged from 17.3% for rapeseed to 45.8% for lupine, while temporal variability ranged from 10.4% for soybean to 36.8% for sunflower. Maize and sunflower showed a significant interaction between soil PAWC and seasonal rainfall, unlike legume crops lupine and soybean. As for winter crops, the interaction was also significant, except for wheat. Grain yield variations tended to be higher in years with low seasonal rainfall, and crop responses under high seasonal rainfall were more consistent across soil water categories. The simulated results can contribute to cropping system design for allocating crops and resources according to soil conditions and predicted seasonal weather conditions. Full article
(This article belongs to the Section Agroecology Innovation: Achieving System Resilience)
Show Figures

Figure 1

Figure 1
<p>(<b>a</b>) Selected soil sample locations at the patchCROP landscape laboratory (green dots); (<b>b</b>) patch quadrants (Y = biomass and yield-related sampling, S = soil-related sampling, B = biodiversity-related sampling and, M = multipurpose quadrant; sampled quadrants with red border) and buffer areas around the quadrants. Representative 1 m soil auger profiles with (<b>c</b>) sandy layers on top and a loamy layer at the bottom and (<b>d</b>) a fully sandy soil auger profile. See <a href="#app1-agronomy-15-00661" class="html-app">Figure S1</a> for the full soil sampling strategy.</p>
Full article ">Figure 2
<p>Average sand content in the extended 2 m profile (bars) and soil organic carbon (SOC) content (diamonds) in the top layer for the sampled patches at the patchCROP landscape laboratory in Tempelberg, Brandenburg, Germany. Error bars correspond to the standard deviation of sand content for the soil samples within a patch.</p>
Full article ">Figure 3
<p>Observed annual precipitation (mm) and average (Tmean), minimum (Tmin), and maximum (Tmax) temperature (°C) for a weather station in Müncheberg, close to the experimental site.</p>
Full article ">Figure 4
<p>Average simulated grain yield for summer (light blue) and winter crops (dark gray) for the period from 1990 to 2020 at the patchCROP landscape laboratory in Tempelberg, Brandenburg, Germany. The red dot indicates the mean; box lines from bottom to top represent the 25th, median, and 75th percentiles. The upper and lower whiskers extend from the hinge to the largest and smallest values within the 1.5 × interquartile range, respectively. Black dots indicate outliers.</p>
Full article ">Figure 5
<p>Temporal (30 years) and spatial (49 soil auger profiles) variability in grain yield for summer and winter crops at the patchCROP landscape laboratory in Tempelberg, Brandenburg, Germany. Error bars denote the standard deviation for the coefficient of variation among the years (temporal) or among the soil auger profiles (spatial). Uppercase (bold) and lowercase letters indicate mean comparisons using the Kruskal–Wallis and Duncan non-parametric tests (<span class="html-italic">p</span> &lt; 0.05) for spatial and temporal variability among crops, respectively.</p>
Full article ">Figure 6
<p>Average (1990–2020) simulated grain yield for wheat, soybean, and lupine by (<b>a</b>) soil plant available water capacity (PAWC, <a href="#agronomy-15-00661-t001" class="html-table">Table 1</a>) category and by (<b>b</b>) seasonal rainfall water category (<a href="#agronomy-15-00661-t002" class="html-table">Table 2</a>) when the soil PAWC and seasonal rainfall interaction effect was non-significant (<a href="#agronomy-15-00661-t004" class="html-table">Table 4</a>). Treatments followed by the same letter are not significantly different according to the Tukey test, <span class="html-italic">p</span> value &lt; 0.05. Mean comparisons were performed separately for each crop by comparing either the soil water categories (<b>a</b>) or the seasonal rainfall categories (<b>b</b>). The red dot indicates the mean; box lines from bottom to top represent the 25th, median, and 75th percentiles. The upper and lower whiskers extend from the hinge to the largest and smallest values within the 1.5 × interquartile range, respectively. Black dots indicate outliers.</p>
Full article ">Figure 7
<p>Average (1990–2020) simulated grain yields and standard deviation for the summer crops (<b>a</b>) maize and (<b>b</b>) sunflower by soil plant available water capacity (PAWC, <a href="#agronomy-15-00661-t001" class="html-table">Table 1</a>) category and seasonal rainfall water category (<a href="#agronomy-15-00661-t002" class="html-table">Table 2</a>) when the two-factor interaction was significant (<a href="#agronomy-15-00661-t004" class="html-table">Table 4</a>). Means labeled with capital letters correspond to the comparison of soil water categories within each seasonal rainfall category. Means labeled with lowercase letters correspond to the comparison of rainfall categories within each soil water category. Means followed by the same letter are not significantly different according to the Tukey test (<span class="html-italic">p</span> &lt; 0.05). Mean comparisons were conducted separately for each crop.</p>
Full article ">Figure 8
<p>Average (1990–2020) simulated grain yields and standard deviation for the winter crops (<b>a</b>) rapeseed, (<b>b</b>) barley, and (<b>c</b>) rye by soil plant available water capacity (PAWC, <a href="#agronomy-15-00661-t001" class="html-table">Table 1</a>) category and seasonal rainfall category (<a href="#agronomy-15-00661-t002" class="html-table">Table 2</a>) when the two-factor interaction was significant (<a href="#agronomy-15-00661-t004" class="html-table">Table 4</a>). Means labeled with capital letters correspond to the comparison of soil water categories within each seasonal rainfall category. Means labeled with lowercase letters correspond to the comparison of rainfall categories within each soil water category. Means followed by the same letter are not significantly different according to the Tukey test (<span class="html-italic">p</span> &lt; 0.05). Mean comparisons were conducted separately for each crop.</p>
Full article ">
24 pages, 17505 KiB  
Article
Bayesian Updating of Fatigue Crack Growth Parameters for Failure Prognosis of Miter Gates
by Anita Brown, Brian Eick, Travis Fillmore and Hai Nguyen
Materials 2025, 18(5), 1172; https://doi.org/10.3390/ma18051172 - 6 Mar 2025
Viewed by 125
Abstract
Navigable waterways play a vital role in the efficient transportation of millions of tons of cargo annually. Inland traffic must pass through a lock, which consists of miter gates. Failures and closures of these gates can significantly disrupt waterborne commerce. Miter gates often [...] Read more.
Navigable waterways play a vital role in the efficient transportation of millions of tons of cargo annually. Inland traffic must pass through a lock, which consists of miter gates. Failures and closures of these gates can significantly disrupt waterborne commerce. Miter gates often experience fatigue cracking due to their loading and welded connections. Repairing every crack can lead to excessive miter gate downtime and serious economic impacts. However, if the rate of crack growth is shown to be sufficiently slow, e.g., using Paris’ law, immediate repairs may be deemed unnecessary, and this downtime can be avoided. Paris’ law is often obtained from laboratory testing with detailed crack measurements of specimens with relatively simple geometry. However, Paris’ law parameters for an in situ structure will likely deviate from those predicted from physical testing due to variations in loading and materials and a far more complicated geometry. To improve Paris’ law parameter prediction, this research proposes a framework that utilizes (1) convenient vision-based tracking of crack evolution both in the laboratory and the field and (2) numerical model estimation of stress intensity factors (SIFs). This study’s methodology provides an efficient tool for Paris’ law parameter prediction that can be updated as more data become available through vision-based monitoring and provide actionable information about the criticality of existing cracks. Full article
(This article belongs to the Special Issue Evaluation of Fatigue and Creep-Fatigue Damage of Steel)
Show Figures

Figure 1

Figure 1
<p>Methodology for determining crack growth parameters.</p>
Full article ">Figure 2
<p>Tracking crack progression by (<b>a</b>) determining crack initiation and location of the crack tip using strain field generated using DIC and (<b>b</b>) measuring the length of the crack over cycles.</p>
Full article ">Figure 3
<p>Selecting pixel coordinates to discretize the crack and determine total crack length.</p>
Full article ">Figure 4
<p>(<b>a</b>) Opening and closing of a miter gate and (<b>b</b>) application of hydrostatic load.</p>
Full article ">Figure 5
<p>Major components of a miter gate. Miter gate pictured is located at The Dalles Lock &amp; Dam (each leaf is approx. 32.4 m tall, 16.3 m wide).</p>
Full article ">Figure 6
<p>Cruciform specimen representative of the miter gate diaphragm and girder intersection and the full-scale physical test setup using a 220-kip actuator.</p>
Full article ">Figure 7
<p>Regions of specimen covered by camera setup. The fourth camera is monitoring the actuator.</p>
Full article ">Figure 8
<p>Numerical model of cruciform specimen.</p>
Full article ">Figure 9
<p>Partitioning and meshing scheme in region where crack initiates.</p>
Full article ">Figure 10
<p>(<b>a</b>,<b>b</b>) Location of crack initiation near CJP weld in pintle region circled in red; (<b>c</b>) difference in signed von Mises stress (ksi) between a gravity loading step and a combined gravity and hydrostatic loading step to indicate a significant change in stress.</p>
Full article ">Figure 11
<p>Location and approximate shape of crack on bottom girder.</p>
Full article ">Figure 12
<p>Inspection images: image with blue border (July 2023) contained the most points for comparison.</p>
Full article ">Figure 13
<p>Successfully transformed images overlayed.</p>
Full article ">Figure 14
<p>(<b>a</b>) Fully assembled miter gate leaf; (<b>b</b>) portion of bottom girder tied to pintle region. The solid portion of the girder is connected to the rest of the girder using shell-to-solid coupling.</p>
Full article ">Figure 15
<p>Numerical model boundary conditions.</p>
Full article ">Figure 16
<p>Crack propagation extracted using DIC plotted as crack length vs. number of cycles.</p>
Full article ">Figure 17
<p>Stress intensity factors extracted from numerical model plotted as K<sub>eq</sub> versus number of cycles.</p>
Full article ">Figure 18
<p>Crack growth rate versus SIF.</p>
Full article ">Figure 19
<p>Crack growth rate versus SIF and linear regression of all experimental data.</p>
Full article ">Figure 20
<p>Location of crack growth.</p>
Full article ">Figure 21
<p>(<b>a</b>) Predicted crack growth in ABAQUS using Paris’ law parameters estimated from standard linear regression; (<b>b</b>) example specimen from experimental crack growth for a maximum load of 489.3 kN (110 kips).</p>
Full article ">Figure 22
<p>New observations from inspection images with experimental data.</p>
Full article ">Figure 23
<p>Trace plots and posterior samples from MCMC simulations.</p>
Full article ">Figure 24
<p>Bayesian linear regression results.</p>
Full article ">Figure 25
<p>Predicted increment in crack growth (da) for number of cycles (dN) with varying SIF.</p>
Full article ">
28 pages, 9825 KiB  
Article
Study on the Application and Deformation Characteristics of Construction Waste Recycled Materials in Highway Subgrade Engineering
by Yuan Mei, Hongping Lu, Xueyan Wang, Bingyu Zhou, Ziyang Liu and Lu Wang
Buildings 2025, 15(5), 835; https://doi.org/10.3390/buildings15050835 - 6 Mar 2025
Viewed by 78
Abstract
It is difficult to meet environmental requirements via the coarse treatment methods of landfilling and open-air storage of construction waste. At the same time, the consumption of building materials in highway engineering is enormous. Using construction waste as a filling material for proposed [...] Read more.
It is difficult to meet environmental requirements via the coarse treatment methods of landfilling and open-air storage of construction waste. At the same time, the consumption of building materials in highway engineering is enormous. Using construction waste as a filling material for proposed roads has become a research hotspot in recent years. This paper starts with basic performance tests of recycled construction waste materials, and then moves on to laboratory experiments conducted to obtain the road performance of the recycled materials, the testing of key indicators of post-construction filling quality of the roadbed, and analyses of the deformation pattern of roadbed filled with construction waste. Additionally, the ABAQUS finite element software was used to establish a numerical model for roadbed deformation and analyze the roadbed deformation under different compaction levels and vehicle load conditions. The experimental results show that the recycled material has a moisture content of 8.5%, water absorption of 11.73%, and an apparent density of 2.61 g/cm3, while the liquid limit of fine aggregates is 20% and the plasticity index is 5.4. Although the physical properties are slightly inferior to natural aggregates, its bearing ratio (25–55%) and low expansion characteristics meet the requirements for high-grade highway roadbed filling materials. The roadbed layer with a loose compaction of 250 mm, after eight passes of rolling, showed a settlement difference of less than 5 mm, with the loose compaction coefficient stabilizing between 1.15 and 1.20. Finite element simulations indicated that the total settlement of the roadbed stabilizes at 20–30 mm, and increasing the compaction level to 96% can reduce the settlement by 2–4%. Vehicle overload causes a positive correlation between the vertical displacement and shear stress in the base layer, suggesting the need to strengthen vehicle load control. The findings provide theoretical and technical support for the large-scale application of recycled construction waste materials in roadbed engineering. Full article
(This article belongs to the Topic Sustainable Building Materials)
Show Figures

Figure 1

Figure 1
<p>Technical route diagram.</p>
Full article ">Figure 2
<p>Boundary moisture content test.</p>
Full article ">Figure 3
<p>Particle gradation curve.</p>
Full article ">Figure 4
<p>Standardized compaction test procedure.</p>
Full article ">Figure 5
<p>Effect of moisture content change on compacted specimens. (<b>a</b>) Water content 10%. (<b>b</b>) Water content 12%. (<b>c</b>) Water content 14%. (<b>d</b>) Water content 16%. (<b>e</b>) Water content 18%.</p>
Full article ">Figure 6
<p>Relationship between dry density and moisture content of coarse and fine aggregates in different proportions.</p>
Full article ">Figure 7
<p>Relationship between mixture content and compaction test results.</p>
Full article ">Figure 8
<p>California Bearing Ratio test procedure. (<b>a</b>) Specimen preparation. (<b>b</b>) Immersion of the specimen in water. (<b>c</b>) Specimen under pressure. (<b>d</b>) Specimen destruction.</p>
Full article ">Figure 9
<p>Test diagram of construction waste recycled materials for subgrade fill. (<b>a</b>) Test section. (<b>b</b>) Design of highway subgrade sections.</p>
Full article ">Figure 10
<p>Construction process of construction waste subgrade.</p>
Full article ">Figure 11
<p>Layout of compaction test points. (<b>a</b>) Compaction test cross-section. (<b>b</b>) Compaction test plan. (<b>c</b>) Compaction test site layout.</p>
Full article ">Figure 12
<p>EVD values corresponding to different compaction levels.</p>
Full article ">Figure 13
<p>Beckman beam measurement point layout and detection. (<b>a</b>) Elevation view of the detection point. (<b>b</b>) Plan view of detection points.</p>
Full article ">Figure 14
<p>Observation point layout.</p>
Full article ">Figure 15
<p>Settlement variation curve of the subgrade during the construction period due to construction waste. (<b>a</b>) Settlement variation in the left side of the subgrade. (<b>b</b>) Settlement variation in the right side of the subgrade. (<b>c</b>) Settlement of the subgrade cross-section.</p>
Full article ">Figure 16
<p>Numerical model of the subgrade.</p>
Full article ">Figure 17
<p>Boundary conditions.</p>
Full article ">Figure 18
<p>Displacement cloud map of roadbed. (<b>a</b>) Horizontal displacement of roadbed (X direction). (<b>b</b>) Vertical displacement of roadbed (Y direction).</p>
Full article ">Figure 19
<p>Roadbed deformation cloud map corresponding to different compaction degrees. (<b>a</b>) Cloud map of roadbed settlement when compaction degree is 90%. (<b>b</b>) Cloud map of roadbed settlement when compaction degree is 93%. (<b>c</b>) Cloud map of roadbed settlement when compaction degree is 96%.</p>
Full article ">Figure 20
<p>Loading area.</p>
Full article ">Figure 21
<p>Grid division.</p>
Full article ">Figure 22
<p>Vertical displacement corresponding to different loads. (<b>a</b>) Vertical displacement corresponding to a load of 100 kN. (<b>b</b>) Vertical displacement corresponding to a load of 120 kN. (<b>c</b>) Vertical displacement corresponding to a load of 160 kN. (<b>d</b>) Vertical displacement corresponding to a load of 200 kN.</p>
Full article ">Figure 23
<p>Load and vertical displacement of roadbed. (<b>a</b>) Vertical displacement curve corresponding to different loads on the top surface of the base. (<b>b</b>) Vertical displacement curve corresponding to different loads at the top surface of the base layer (0.38 m). (<b>c</b>) Vertical displacement curve corresponding to different loads at the top of the roadbed (0.58 m).</p>
Full article ">Figure 24
<p>Effect of load on shear stress.</p>
Full article ">
26 pages, 4540 KiB  
Article
Modified Smith Input-Shaper Crane-Controller for Position Control and Sway Reduction
by Danijel Jolevski, Ozren Bego and Damir Jakus
Appl. Sci. 2025, 15(5), 2804; https://doi.org/10.3390/app15052804 - 5 Mar 2025
Viewed by 125
Abstract
In this paper, the control structure for a crane system is proposed. It is designed to achieve fast cargo transfer with minimum cargo sway. The proposed control structure reduces the cargo sway generated by the position controller, which accelerates and decelerates cargo to [...] Read more.
In this paper, the control structure for a crane system is proposed. It is designed to achieve fast cargo transfer with minimum cargo sway. The proposed control structure reduces the cargo sway generated by the position controller, which accelerates and decelerates cargo to transfer it with minimum time from the start to the desired location. A comparison between results achieved by simulation and experiments in the laboratory is given. Each segment of the proposed control structure is analyzed, and reasons for their use in this control structure are explained. The laboratory model’s parameters are identified to parameterize the position controller and sway-reduction control structure. This control structure uses only the cargo’s position feedback because the main reason for cargo sway, for which a sway reduction is needed, is crane movement, which is controlled by the position controller. Other control structures use two types of feedback, while this proposed control structure uses only one. Because of this, it is also economical. Full article
(This article belongs to the Special Issue Dynamics and Vibrations of Nonlinear Systems with Applications)
Show Figures

Figure 1

Figure 1
<p>Bridge crane.</p>
Full article ">Figure 2
<p>Position control without sway reduction.</p>
Full article ">Figure 3
<p>Position control with sway reduction.</p>
Full article ">Figure 4
<p>ZV input-shaper-amplitude Bode’s diagram.</p>
Full article ">Figure 5
<p>ZV input-shaper-phase Bode’s diagram.</p>
Full article ">Figure 6
<p>Proposed controller.</p>
Full article ">Figure 7
<p>Experimental setup.</p>
Full article ">Figure 8
<p>PRBS control signal of the duty cycle of the DC motor.</p>
Full article ">Figure 9
<p>Position cart response <span class="html-italic">x</span> and estimated cart response <math display="inline"><semantics> <mover> <mi>x</mi> <mo>¯</mo> </mover> </semantics></math> for PRBS signal.</p>
Full article ">Figure 10
<p>The sway angle response <math display="inline"><semantics> <mo>Φ</mo> </semantics></math> and estimated sway angle response <math display="inline"><semantics> <mover> <mo>Φ</mo> <mo>¯</mo> </mover> </semantics></math> for PRBS signal.</p>
Full article ">Figure 11
<p>The cart speed response <span class="html-italic">v</span> and estimated cart speed response <math display="inline"><semantics> <mover> <mi>v</mi> <mo>¯</mo> </mover> </semantics></math> for PRBS signal.</p>
Full article ">Figure 12
<p>The amplitude Bode’s diagram of modeled sway dynamics <math display="inline"><semantics> <msub> <mi>G</mi> <mo>Φ</mo> </msub> </semantics></math> and identified crane sway dynamics <math display="inline"><semantics> <msub> <mover> <mi>G</mi> <mo>¯</mo> </mover> <mo>Φ</mo> </msub> </semantics></math>.</p>
Full article ">Figure 13
<p>The phase Bode’s diagram of modeled sway dynamics <math display="inline"><semantics> <mo>Φ</mo> </semantics></math> and identified crane sway dynamics <math display="inline"><semantics> <mover> <mo>Φ</mo> <mo>¯</mo> </mover> </semantics></math>.</p>
Full article ">Figure 14
<p>Position cart response measured <math display="inline"><semantics> <msub> <mi>x</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>x</mi> <mi>s</mi> </msub> </semantics></math> for given reference value <math display="inline"><semantics> <msub> <mi>x</mi> <mi>r</mi> </msub> </semantics></math> of PD position controller without the sway reduction algorithm.</p>
Full article ">Figure 15
<p>Speed cart response measured <math display="inline"><semantics> <msub> <mi>n</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>n</mi> <mi>s</mi> </msub> </semantics></math> of PD position controller without the sway reduction algorithm.</p>
Full article ">Figure 16
<p>The cargo sway measured <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>s</mi> </msub> </semantics></math> of PD position controller without the sway reduction algorithm.</p>
Full article ">Figure 17
<p>Control PD position controller signal measured <math display="inline"><semantics> <msub> <mi>u</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>u</mi> <mi>s</mi> </msub> </semantics></math> without the sway reduction algorithm.</p>
Full article ">Figure 18
<p>Position cart response measured <math display="inline"><semantics> <msub> <mi>x</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>x</mi> <mi>s</mi> </msub> </semantics></math> for given reference value <math display="inline"><semantics> <msub> <mi>x</mi> <mi>r</mi> </msub> </semantics></math> of PD position controller with the sway reduction algorithm.</p>
Full article ">Figure 19
<p>Speed cart response measured <math display="inline"><semantics> <msub> <mi>n</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>n</mi> <mi>s</mi> </msub> </semantics></math> of PD position controller with the sway reduction algorithm.</p>
Full article ">Figure 20
<p>The cargo sway measured <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>s</mi> </msub> </semantics></math> of PD position controller with the sway reduction algorithm.</p>
Full article ">Figure 21
<p>Control PD position controller signal measured <math display="inline"><semantics> <msub> <mi>u</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>u</mi> <mi>s</mi> </msub> </semantics></math> with the sway reduction algorithm.</p>
Full article ">Figure 22
<p>Position cart response measured <math display="inline"><semantics> <msub> <mi>x</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>x</mi> <mi>s</mi> </msub> </semantics></math> for given reference value <math display="inline"><semantics> <msub> <mi>x</mi> <mi>r</mi> </msub> </semantics></math> of the proposed control structure without the error controller.</p>
Full article ">Figure 23
<p>Speed cart response measured <math display="inline"><semantics> <msub> <mi>n</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>n</mi> <mi>s</mi> </msub> </semantics></math> of the proposed control structure without the error controller.</p>
Full article ">Figure 24
<p>The cargo sway measured <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>s</mi> </msub> </semantics></math> of the proposed control structure without the error controller.</p>
Full article ">Figure 25
<p>Control signal measured <math display="inline"><semantics> <msub> <mi>u</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>u</mi> <mi>s</mi> </msub> </semantics></math> of the proposed control structure without the error controller.</p>
Full article ">Figure 26
<p>Position cart response measured <math display="inline"><semantics> <msub> <mi>x</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>x</mi> <mi>s</mi> </msub> </semantics></math> for given reference value <math display="inline"><semantics> <msub> <mi>x</mi> <mi>r</mi> </msub> </semantics></math> of the proposed control structure.</p>
Full article ">Figure 27
<p>Speed cart response measured <math display="inline"><semantics> <msub> <mi>n</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>n</mi> <mi>s</mi> </msub> </semantics></math> of the proposed control structure.</p>
Full article ">Figure 28
<p>The cargo sway measured <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mo>Φ</mo> <mi>s</mi> </msub> </semantics></math> of the proposed control structure.</p>
Full article ">Figure 29
<p>Control signal measured <math display="inline"><semantics> <msub> <mi>u</mi> <mi>m</mi> </msub> </semantics></math> and simulated <math display="inline"><semantics> <msub> <mi>u</mi> <mi>s</mi> </msub> </semantics></math> of the proposed control structure.</p>
Full article ">Figure 30
<p>A comparison of the measured control signal <math display="inline"><semantics> <msub> <mi>u</mi> <mi>m</mi> </msub> </semantics></math> of the proposed control structure with (Case 4) and without (Case 3) an error controller for one cargo transport.</p>
Full article ">Figure 31
<p>The quality of the positioning of the cart.</p>
Full article ">Figure 32
<p>Sway reduction of the cargo.</p>
Full article ">
14 pages, 13402 KiB  
Article
Kolmogorov–Arnold Networks for Automated Diagnosis of Urinary Tract Infections
by Anurag Dutta, A. Ramamoorthy, M. Gayathri Lakshmi and Pijush Kanti Kumar
J. Mol. Pathol. 2025, 6(1), 6; https://doi.org/10.3390/jmp6010006 - 5 Mar 2025
Viewed by 216
Abstract
Medical diagnostics is an important step in the identification and detection of any disease. Generally, diagnosis requires expert supervision, but in recent times, the evolving emergence of machine intelligence and its widespread applications has necessitated the integration of machine intelligence with pathological expert [...] Read more.
Medical diagnostics is an important step in the identification and detection of any disease. Generally, diagnosis requires expert supervision, but in recent times, the evolving emergence of machine intelligence and its widespread applications has necessitated the integration of machine intelligence with pathological expert supervision. This research aims to mitigate the diagnostics of urinary tract infections (UTIs) by visual recognition of Colony-Forming Units (CFUs) in urine culture. Recognizing the patterns specific to positive, negative, or uncertain UTI suspicion has been complemented with several neural networks inheriting the Multi-Layered Perceptron (MLP) architecture, like Vision Transformer, Class-Attention in Vision Transformers, etc., to name a few. In contrast to the fixed model edge weights of MLPs, the novel Kolmogorov–Arnold Network (KAN) architecture considers a set of trainable activation functions on the edges, therefore enabling better extraction of features. Inheriting the novel KAN architecture, this research proposes a set of three deep learning models, namely, K2AN, KAN-C-Norm, and KAN-C-MLP. These models, experimented on an open-source pathological dataset, outperforms the state-of-the-art deep learning models (particularly those inheriting the MLP architecture) by nearly 7.8361%. By rapid UTI detection, the proposed methodology reduces diagnostic delays, minimizes human error, and streamlines laboratory workflows. Further, preliminary results can complement (expert-supervised) molecular testing by enabling them to focus only on clinically important cases, reducing stress on traditional approaches. Full article
(This article belongs to the Special Issue Automation in the Pathology Laboratory)
Show Figures

Figure 1

Figure 1
<p>An instance of the urine culture dataset. Each image in the first column corresponds to the <b>Positive</b> category, wherein there exist <math display="inline"><semantics> <mrow> <mo>≥</mo> <mn>2</mn> </mrow> </semantics></math> CFUs. The second column corresponds to the <b>Negative</b> category, wherein there is 0 CFU, and the third column corresponds to the <b>Uncertain</b> category, wherein there is either 1 CFU or growth of mixed colonies.</p>
Full article ">Figure 1 Cont.
<p>An instance of the urine culture dataset. Each image in the first column corresponds to the <b>Positive</b> category, wherein there exist <math display="inline"><semantics> <mrow> <mo>≥</mo> <mn>2</mn> </mrow> </semantics></math> CFUs. The second column corresponds to the <b>Negative</b> category, wherein there is 0 CFU, and the third column corresponds to the <b>Uncertain</b> category, wherein there is either 1 CFU or growth of mixed colonies.</p>
Full article ">Figure 2
<p>Contrast between a Multi-Layered Perceptron and the Kolmogorov–Arnold Network based on their architectural view. While the network in the left subfigure is a pictorial demonstration of the well-known <span class="html-italic">Fully Connected Neural Network</span> (which adheres to the <span class="html-italic">Universal Approximation Theorem</span>), the subfigure on the right gives a novel representation of the same <span class="html-italic">Fully Connected Neural Network</span>, where, unlike the weight distribution on the edges, learnable functions are deployed, resulting in better (parametrized) modeling of the data distribution. (<b>a</b>) Architectural view of a shallow <span class="underline"><b>Multi- Layered Perceptron</b></span>, wherein each intermittent <span class="html-italic">node</span> is composed of a fixed activation function <math display="inline"><semantics> <mfenced open="(" close=")"> <mi>σ</mi> </mfenced> </semantics></math> and the <span class="html-italic">edges</span> of learnable weights <math display="inline"><semantics> <mfenced separators="" open="(" close=")"> <msub> <mi>w</mi> <mi>i</mi> </msub> </mfenced> </semantics></math>. They are combined as per the <span class="html-italic">Universal Approximation Theorem</span>, <math display="inline"><semantics> <mrow> <mi>f</mi> <mfenced open="(" close=")"> <mi mathvariant="bold">x</mi> </mfenced> <mo>≈</mo> <msubsup> <mo>∑</mo> <mrow> <mi>i</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi mathvariant="script">N</mi> </msubsup> <msub> <mi>v</mi> <mi>i</mi> </msub> <mspace width="0.166667em"/> <mi>·</mi> <mspace width="0.166667em"/> <mi>σ</mi> <mfenced separators="" open="(" close=")"> <msubsup> <mi>w</mi> <mi>i</mi> <mi mathvariant="normal">T</mi> </msubsup> <mspace width="0.166667em"/> <mi>·</mi> <mspace width="0.166667em"/> <mi mathvariant="bold">x</mi> <mo>+</mo> <msub> <mi>b</mi> <mi>i</mi> </msub> </mfenced> </mrow> </semantics></math>. These are further stacked for deeper networks. (<b>b</b>) Architectural view of a shallow <span class="underline"><b>Kolmogorov–Arnold Network</b></span>, wherein each intermittent <span class="html-italic">node</span> is composed of summation operators and the <span class="html-italic">edges</span> of learnable activation functions <math display="inline"><semantics> <mfenced open="(" close=")"> <mi>ϕ</mi> </mfenced> </semantics></math>. They are combined as per the <span class="html-italic">Kolmogorov–Arnold Representation Theorem</span>, <math display="inline"><semantics> <mrow> <mi>f</mi> <mfenced open="(" close=")"> <mi mathvariant="bold">x</mi> </mfenced> <mo>=</mo> <msubsup> <mo>∑</mo> <mrow> <mi>i</mi> <mo>=</mo> <mn>1</mn> </mrow> <mrow> <mn>2</mn> <mspace width="0.166667em"/> <mi>·</mi> <mspace width="0.166667em"/> <mi mathvariant="script">N</mi> <mo>+</mo> <mn>1</mn> </mrow> </msubsup> <msub> <mi mathvariant="normal">Φ</mi> <mi>i</mi> </msub> <mfenced separators="" open="(" close=")"> <msubsup> <mo>∑</mo> <mrow> <mi>j</mi> <mo>=</mo> <mn>1</mn> </mrow> <mi mathvariant="script">N</mi> </msubsup> <msub> <mi>ϕ</mi> <mrow> <mi>i</mi> <mo>,</mo> <mi>j</mi> </mrow> </msub> <mfenced separators="" open="(" close=")"> <msub> <mi mathvariant="bold">x</mi> <mi>j</mi> </msub> </mfenced> </mfenced> </mrow> </semantics></math>.</p>
Full article ">Figure 3
<p>Different architectures using the <tt>KAN</tt> substructure using <tt>KAN-Linear</tt> and <tt>KAN-Convolution</tt>. (<b>a</b>) Dual KAN Convolution (<tt>K<sup>2</sup>AN</tt>); (<b>b</b>) KAN Convolution with batch normalization (<tt>KAN-C-Norm</tt>); (<b>c</b>) Dual KAN Convolution with MLP (<tt>KAN-C-MLP</tt>).</p>
Full article ">Figure 4
<p>Confusion matrices for the three top-performing models in chronological order by their achieved accuracies. (<b>a</b>) Confusion matrix for <tt>Visual Permutation</tt> (achieved accuracy: 79.66%); (<b>b</b>) confusion matrix for <tt>Visual Transformer</tt> (achieved accuracy: 80.33%); (<b>c</b>) confusion matrix for <tt>KAN-C-MLP</tt> (<b>proposed</b>) (achieved accuracy: 87.16%).</p>
Full article ">Figure 5
<p>A few instances of misclassified data points (along with their true labels). In most of these cases, the samples classified under the <b>Uncertain</b> category were misclassified. (<b>a</b>) True Label—<b>Uncertain</b>, and Predicted Label—<b>Positive</b>; (<b>b</b>) True Label—<b>Uncertain</b>, and Predicted Label—<b>Negative</b>; (<b>c</b>) True Label—<b>Positive</b>, and Predicted Label—<b>Negative</b>; (<b>d</b>) True Label—<b>Negative</b>, and Predicted Label—<b>Positive</b>; (<b>e</b>) True Label—<b>Uncertain</b>, and Predicted Label—<b>Negative</b>; (<b>f</b>) True Label—<b>Positive</b>, and Predicted Label—<b>Uncertain</b>.</p>
Full article ">
21 pages, 2664 KiB  
Review
Review on Changes in Shale Oil Property During CO2 Injection
by Xiang Li, Songtao Wu, Yue Shen and Chanfei Wang
Energies 2025, 18(5), 1264; https://doi.org/10.3390/en18051264 - 4 Mar 2025
Viewed by 147
Abstract
The influence of supercritical CO2 on the properties of petroleum has become the focus of academic and industrial attention internationally. CO2 has been shown in laboratory studies and in field applications of shale oil to be an effective oil displacement agent. [...] Read more.
The influence of supercritical CO2 on the properties of petroleum has become the focus of academic and industrial attention internationally. CO2 has been shown in laboratory studies and in field applications of shale oil to be an effective oil displacement agent. In this paper, the research progress of the interaction between CO2 and crude oil is investigated from three perspectives: (i) the research methods of the interaction experiment between CO2 and crude oil; (ii) the influence of CO2 on oil property and the primary controlling factors; and (iii) the cause, influence, and harm of CO2-induced asphaltene precipitation. Our current knowledge on this topic is as follows: (1) Physical simulation can investigate the effects of various variables on CO2 displacement, which is in situ and intuitive. Numerical simulation can investigate the displacement principle at the microscopic molecular level and also scale up the results of physical simulation to the macroscopic scale of oilfield production to explore the long-term large-scale injection rules; (2) after entering the formation, CO2 dissolves in crude oil, expands the volume of crude oil, reduces the viscosity, improves the oil–water mobility ratio, reduces the oil–water interfacial tension, and extracts light hydrocarbons to form a miscible displacement zone; (3) after CO2 is injected into the formation and dissolves in crude oil, it occupies the surface space of asphaltenes and causes asphaltenes to precipitate. Under the combined influence of internal and external factors, the precipitation of asphaltenes has a significant impact on the physical properties of the reservoir. Clarifying the influencing factors of CO2 on the property of crude oil has reference significance for understanding the reaction characteristics between supercritical CO2 and formation fluids, providing a theoretical basis for CO2 injection enhanced oil recovery technology, and has reference value for carbon storage research. Full article
(This article belongs to the Section B2: Clean Energy)
Show Figures

Figure 1

Figure 1
<p>Microscopic experiment of CO<sub>2</sub> injection. (<b>a</b>) After water injection (20 MPa, 0.06 mL/min); (<b>b</b>) after CO<sub>2</sub> injection (30 MPa); (<b>c</b>) after CO<sub>2</sub> injection (40 MPa); (<b>d</b>) after CO<sub>2</sub> injection (50 MPa) [<a href="#B32-energies-18-01264" class="html-bibr">32</a>].</p>
Full article ">Figure 2
<p>Volume swelling coefficients of different alkanes [<a href="#B40-energies-18-01264" class="html-bibr">40</a>,<a href="#B64-energies-18-01264" class="html-bibr">64</a>,<a href="#B66-energies-18-01264" class="html-bibr">66</a>].</p>
Full article ">Figure 3
<p>Viscosity reduction ratio of different viscosity crude oil [<a href="#B75-energies-18-01264" class="html-bibr">75</a>,<a href="#B78-energies-18-01264" class="html-bibr">78</a>,<a href="#B79-energies-18-01264" class="html-bibr">79</a>,<a href="#B80-energies-18-01264" class="html-bibr">80</a>,<a href="#B81-energies-18-01264" class="html-bibr">81</a>].</p>
Full article ">Figure 4
<p>Trend of oil–water interfacial tension before and after the experiment [<a href="#B17-energies-18-01264" class="html-bibr">17</a>,<a href="#B40-energies-18-01264" class="html-bibr">40</a>,<a href="#B86-energies-18-01264" class="html-bibr">86</a>,<a href="#B87-energies-18-01264" class="html-bibr">87</a>,<a href="#B88-energies-18-01264" class="html-bibr">88</a>].</p>
Full article ">Figure 5
<p>Extracted oil composition distribution under different extraction pressures [<a href="#B60-energies-18-01264" class="html-bibr">60</a>,<a href="#B94-energies-18-01264" class="html-bibr">94</a>,<a href="#B98-energies-18-01264" class="html-bibr">98</a>,<a href="#B99-energies-18-01264" class="html-bibr">99</a>].</p>
Full article ">Figure 6
<p>Amount of asphaltene precipitation with temperature change [<a href="#B50-energies-18-01264" class="html-bibr">50</a>,<a href="#B117-energies-18-01264" class="html-bibr">117</a>,<a href="#B118-energies-18-01264" class="html-bibr">118</a>].</p>
Full article ">Figure 7
<p>Amount of asphaltene precipitation with pressure change [<a href="#B11-energies-18-01264" class="html-bibr">11</a>,<a href="#B50-energies-18-01264" class="html-bibr">50</a>,<a href="#B117-energies-18-01264" class="html-bibr">117</a>,<a href="#B121-energies-18-01264" class="html-bibr">121</a>].</p>
Full article ">Figure 8
<p>Trend of permeability before and after the experiment [<a href="#B134-energies-18-01264" class="html-bibr">134</a>,<a href="#B135-energies-18-01264" class="html-bibr">135</a>,<a href="#B136-energies-18-01264" class="html-bibr">136</a>,<a href="#B137-energies-18-01264" class="html-bibr">137</a>,<a href="#B138-energies-18-01264" class="html-bibr">138</a>,<a href="#B139-energies-18-01264" class="html-bibr">139</a>].</p>
Full article ">
9 pages, 1953 KiB  
Case Report
Chronic Central Nervous System Graft-Versus-Host Disease to Unravel Progressive Visual Loss and Ischemic Stroke Recurrence Post-Allogeneic Hematopoietic Stem Cell Transplant: A Case Report
by Francesco Crescenzo, Alessandra Danese, Francesco Dall’Ora and Michelangelo Turazzini
Int. J. Mol. Sci. 2025, 26(5), 2289; https://doi.org/10.3390/ijms26052289 - 4 Mar 2025
Viewed by 208
Abstract
Chronic graft-versus-host disease (cGVHD) is a prognostically negative event following hematopoietic stem cell transplant (HSCT). While cGVHD mainly affects the muscles, skin, oral mucosa, eyes, lungs, gastrointestinal tract, and liver, central nervous system (CNS) involvement remains possible and, moreover, is rare when it [...] Read more.
Chronic graft-versus-host disease (cGVHD) is a prognostically negative event following hematopoietic stem cell transplant (HSCT). While cGVHD mainly affects the muscles, skin, oral mucosa, eyes, lungs, gastrointestinal tract, and liver, central nervous system (CNS) involvement remains possible and, moreover, is rare when it occurs isolated. CNS-cGVHD can manifest with a wide spectrum of CNS disorders, including cerebrovascular diseases, autoimmune demyelinating diseases, and immune-mediated encephalitis. We present a case of 65-year-old man previously treated with HSCT presenting with progressive cerebrovascular disorder and optic neuropathy without any clear alternative causal processes except for immune-mediated CNS microangiopathy in the context of possible CNS-cGVHD, along with suggestive imaging and instrumental and laboratory findings. Starting one year after HSCT for acute myeloid leukemia, when the first cerebral ischemic event occurred and was then associated with a reduction in visual acuity, an extensive diagnostic work-up had remained inconclusive over many years, leading us to the hypothesis of CNS-cGVHD and, therefore, to the start of immunosuppressive therapy. Our experience highlighted not ignoring the possibility of cGVHD as the underlying mechanism of CNS disorder, even in the absence of other systemic presentations, once more common etiologies of CNS pathological processes have been ruled out. Full article
(This article belongs to the Special Issue New Insights of Biomarkers in Neurodegenerative Diseases)
Show Figures

Figure 1

Figure 1
<p>Timeline of the main patient’s clinical events and related therapy. The worsening of visual acuity and the accrual of brain lesion load are represented by arrows in red and blue, respectively.* Idarucibin and cytarabine (4 cycles of induction and consolidation); ** idarucibin, cytarabine, and fludarabine (3 cycles of induction and consolidation); § busulfan 220 mg/day for 4 days (day −6 to day −3), fludarabine 70 mg/day for 4 days (day −6 to day −3), anti-thymocyte globulin 200 and 400 mg every other day for 4 days (day −4 to day −1); # methotrexate (day +1, day +3, day +6) and cyclosporine (for 4 months).</p>
Full article ">Figure 2
<p>Exemplification of the evolution of brain ischemic damage over time. Axial fluid-attenuated inversion recovery (FLAIR) MRI images showing the progressive accumulation of subcortical microinfarcts associated with the development of cortical–subcortical brain atrophy. <b>Top</b> row (2018), <b>middle</b> row (2022), <b>bottom</b> row (2023).</p>
Full article ">Figure 3
<p>Visual conduction pathway assessment. The reversal pattern of VEP showed a predominant reduction in the amplitude of P100 in both eyes (worse on the right panel—right eye), which was not associated with a substantial modification of latency.</p>
Full article ">Figure 4
<p>Cerebral acute microangiopathy. Axial MRI diffusion-weighted images (DWI) showing multiple bilateral small acute infarcts that occurred after steroid withdrawal.</p>
Full article ">
19 pages, 3694 KiB  
Review
Review of the Properties and Degradation Mechanisms of Refractories in Aluminum Reduction Cells
by Mohamed Hassen Ben Salem, Gervais Soucy, Daniel Marceau, Antoine Godefroy and Sébastien Charest
Metals 2025, 15(3), 278; https://doi.org/10.3390/met15030278 - 4 Mar 2025
Viewed by 195
Abstract
This review examines the degradation of refractory materials in aluminum reduction cells, focusing specifically on contamination caused by the cryolite-based bath. Aluminosilicate refractories, particularly Ordinary Refractory Bricks, play a vital role in maintaining the structural integrity and thermal balance of these cells under [...] Read more.
This review examines the degradation of refractory materials in aluminum reduction cells, focusing specifically on contamination caused by the cryolite-based bath. Aluminosilicate refractories, particularly Ordinary Refractory Bricks, play a vital role in maintaining the structural integrity and thermal balance of these cells under demanding operational conditions. The interaction between the molten bath and refractory linings leads to chemical reactions and mineralogical changes that modify the mechanical and thermal properties of the material over time. The study integrates findings from industrial autopsies, laboratory experiments, and a comprehensive review of the existing literature to identify and analyze the mechanisms of degradation. By analyzing the findings obtained from these methodologies, this review explores how cryolitic infiltration triggers transformations that compromise performance and reduce the lifespan of refractory linings. Covering a broad temperature range (665–960 °C), the study addresses key challenges in understanding bath-induced contamination and provides insights into how to improve the durability and efficiency of refractory materials in aluminum production. Full article
Show Figures

Figure 1

Figure 1
<p>Diagram of a reduction cell [<a href="#B18-metals-15-00278" class="html-bibr">18</a>]. Reproduced with permission from Springer Nature.</p>
Full article ">Figure 2
<p>Schematic representation of (<b>a</b>) open and closed porosity in refractory materials and (<b>b</b>) their influence on thermal conductivity and resistance to infiltration [<a href="#B1-metals-15-00278" class="html-bibr">1</a>]. Reproduced with permission from Springer Nature.</p>
Full article ">Figure 3
<p>Thermal conductivity of lightweight fireclay brick (1), fireclay brick (2), silica brick (3), mullite brick (4), high alumina brick (85% Al<sub>2</sub>O<sub>3</sub>) (5), magnesia (6), zircon (7), chromite (8), and alumina (approx. &gt; 90%)(9) according to [<a href="#B1-metals-15-00278" class="html-bibr">1</a>]. Reproduced with permission from Springer Nature.</p>
Full article ">Figure 4
<p>Diagram of interplay between thermal, chemical, and mechanical phenomena in refractory materials.</p>
Full article ">Figure 5
<p>Na<sub>2</sub>O-SiO<sub>2</sub>-Al<sub>2</sub>O<sub>3</sub> phase diagram.</p>
Full article ">Figure 6
<p>Phase compositions due to chemical reactions between alumina–silicate materials and sodium fluoride [<a href="#B25-metals-15-00278" class="html-bibr">25</a>]. Reproduced with permission from Minerals, Metals and Materials Society.</p>
Full article ">Figure 7
<p>A cross-sectional image of degraded ORBs showing distinct layers, as described in industrial autopsies [<a href="#B10-metals-15-00278" class="html-bibr">10</a>]. Reproduced with permission from Springer Nature.</p>
Full article ">
21 pages, 3928 KiB  
Article
Emotion Analysis AI Model for Sensing Architecture Using EEG
by Seung-Yeul Ji, Mi-Kyoung Kim and Han-Jong Jun
Appl. Sci. 2025, 15(5), 2742; https://doi.org/10.3390/app15052742 - 4 Mar 2025
Viewed by 215
Abstract
The rapid advancement of artificial intelligence (AI) has spurred innovation across various domains—information technology, medicine, education, and the social sciences—and is likewise creating new opportunities in architecture for understanding human–environment interactions. This study aims to develop a fine-tuned AI model that leverages electroencephalography [...] Read more.
The rapid advancement of artificial intelligence (AI) has spurred innovation across various domains—information technology, medicine, education, and the social sciences—and is likewise creating new opportunities in architecture for understanding human–environment interactions. This study aims to develop a fine-tuned AI model that leverages electroencephalography (EEG) data to analyse users’ emotional states in real time and apply these insights to architectural spaces. Specifically, the SEED dataset—an EEG-based emotion recognition resource provided by the BCMI laboratory at Shanghai Jiao Tong University—was employed to fine-tune the ChatGPT model for classifying three emotional states (positive, neutral, and negative). Experimental results demonstrate the model’s effectiveness in differentiating these states based on EEG signals, although the limited number of participants confines our findings to a proof of concept. Furthermore, to assess the feasibility of the proposed approach in real architectural contexts, we integrated the model into a 360° virtual reality (VR) setting, where it showed promise for real-time emotion recognition and adaptive design. By combining AI-driven biometric data analysis with user-centred architectural design, this study aims to foster sustainable built environments that respond dynamically to human emotions. The results underscore the potential of EEG-based emotion recognition for enhancing occupant experiences and provide foundational insights for future investigations into human–space interactions. Full article
Show Figures

Figure 1

Figure 1
<p>Fine-tuning method process for EEG dataset (SEED).</p>
Full article ">Figure 2
<p>Emotion classification when entering brainwave parameters on the web.</p>
Full article ">Figure 3
<p>Rules for dataset utilising 8-channel EEG Data.</p>
Full article ">Figure 4
<p>Tokenizer settings for fine tuning.</p>
Full article ">Figure 5
<p>Fine-tuning model training results.</p>
Full article ">Figure 6
<p>EEG-based 360VR experiment with fine-tuned model.</p>
Full article ">Figure 7
<p>Application of fine-tuning model using 360VR.</p>
Full article ">
22 pages, 2696 KiB  
Article
Benchmarking a Single-Stage REFLUX Flotation Cell Against a Multi-Stage Industrial Copper Concentrator and Lab-Scale Mechanical Cell
by Siân Parkes, Peipei Wang and Kevin P. Galvin
Minerals 2025, 15(3), 266; https://doi.org/10.3390/min15030266 - 3 Mar 2025
Viewed by 199
Abstract
A low-grade copper ore from an Australian mine was processed under continuous steady state conditions using the REFLUX Flotation Cell (RFC), and the performance was quantified with reference to a batch mechanical cell and the plant circuit, at the plant [...] Read more.
A low-grade copper ore from an Australian mine was processed under continuous steady state conditions using the REFLUX Flotation Cell (RFC), and the performance was quantified with reference to a batch mechanical cell and the plant circuit, at the plant feed concentration. In the RFC, the variation in the copper grade and the recovery were determined using feed fluxes ranging from 0.5 to 3.0 cm/s, with a strong positive bias flux to achieve cleaning. The RFC experiments showed an increasing product grade with increasing feed flux, increasing to 23% copper in a single stage. The result exceeded the grade of 14% produced by a laboratory-scale, two-stage mechanical cell and was comparable to the multi-stage plant circuit. The RFC recoveries increased with increasing feed flux, peaking at 81.7% for a feed flux of 2.0 cm/s before declining. Moreover, for equivalent copper recovery, the laboratory-scale RFC throughput performance was more than five times higher than for the rougher circuit of the industrial plant. It is noted the RFC product grade was nearly three times higher than for the rougher cells. For similar recoveries and product grades, the RFC throughput was about eight times higher than that observed for the rougher and cleaner circuits of the industrial plant. This work demonstrates the potential for the process footprint to be significantly minimised. Full article
(This article belongs to the Section Mineral Processing and Extractive Metallurgy)
Show Figures

Figure 1

Figure 1
<p>The cumulative volume fraction passing a given particle size of the feed measured using the Malvern Mastersizer 3000 (Malvern Panalytical, Malvern, UK). Error bars indicate the standard error of the measurements.</p>
Full article ">Figure 2
<p>The REFLUX<sup>™</sup> Flotation Cell in a continuous experimental set-up, showing the input streams and output streams, the addition of randomised feed buckets, and the recirculation loop. Adapted from Parkes et al. [<a href="#B28-minerals-15-00266" class="html-bibr">28</a>].</p>
Full article ">Figure 3
<p>Continuous steady state separations conducted using the REFLUX<sup>™</sup> Flotation Cell showing the (<b>A</b>) copper recovery (as a fraction) with error of ~0.5%, (<b>B</b>) copper grade with error of ~1%, and (<b>C</b>) yield with error of ~2%. The error bars are expressed as relative standard deviations, as percentages.</p>
Full article ">Figure 3 Cont.
<p>Continuous steady state separations conducted using the REFLUX<sup>™</sup> Flotation Cell showing the (<b>A</b>) copper recovery (as a fraction) with error of ~0.5%, (<b>B</b>) copper grade with error of ~1%, and (<b>C</b>) yield with error of ~2%. The error bars are expressed as relative standard deviations, as percentages.</p>
Full article ">Figure 4
<p>The recovery of copper in the product concentrate as a function of particle size for the different feed fluxes applied to the RFC<sup>™</sup>.</p>
Full article ">Figure 5
<p>The grade of copper in the product concentrate as a function of particle size for the different feed fluxes applied to the RFC<sup>™</sup>.</p>
Full article ">Figure 6
<p>The fractional hydrophobic recovery as a function of particle size for the different feed fluxes applied to the RFC<sup>™</sup>. The sub 10 µm portion consists of 31.69 vol.% of the feed. It is noted that the copper recovery greatly exceeds the hydrophobic recovery because much of the hydrophobic material consists of slow-floating material other than copper. Thus, copper recovery and copper selectivity are kinetically favourable.</p>
Full article ">Figure 7
<p>The fractional hydrophilic recovery as a function of particle size for the different feed fluxes applied to the RFC<sup>™</sup>.</p>
Full article ">Figure 8
<p>The selectivity as a function of particle size for the different feed fluxes applied to the RFC<sup>™</sup>.</p>
Full article ">Figure 9
<p>The grade of copper in the product concentrate as a function of the recovery (as a fraction) for the different feed fluxes applied to the RFC<sup>™</sup>. The three or four points show the scatter in the results from samples collected periodically during steady state operation. Also included are the results from a mechanical cell kinetic test, MC-0, and two mechanical cell 2-stage refloats, MC-7,1, MC-7,2, MC-9,1, and MC-9,2 as a comparison. The first-stage tests had a residence time of 16 min. The second stage was refloated for a further 10 min. Thus, the effective feed fluxes were exceedingly low.</p>
Full article ">Figure 10
<p>The grade of copper in the product concentrate as a function of the recovery (as a fraction) for the different feed fluxes applied to the RFC<sup>™</sup>. The three or four points show the scatter in the results from samples collected periodically during steady state operation. Also included are the results from the Northparkes Operations (NPO) over a month as a comparison.</p>
Full article ">Figure A1
<p>The feed grade over time, highlighting the consistency delivered by the method described by Crompton et al. [<a href="#B30-minerals-15-00266" class="html-bibr">30</a>].</p>
Full article ">Figure A2
<p>The particle size distribution of the feed as a function of particle size entering the REFLUX<sup>™</sup> Flotation Cell at the different feed fluxes tested. The data show the consistency delivered by the method described by Crompton et al. [<a href="#B30-minerals-15-00266" class="html-bibr">30</a>].</p>
Full article ">Figure A3
<p>The slurry, solids, and copper mass rates entering the REFLUX<sup>™</sup> Flotation Cell, normalised to the mass rate of the 0.5 cm/s feed flux case.</p>
Full article ">
Back to TopTop