Schnaid et al., 2017 - Google Patents
Geotextile encased columns (GEC) used as pressure-relief system. Instrumented bridge abutment case study on soft soilSchnaid et al., 2017
- Document ID
- 214177305993640534
- Author
- Schnaid F
- Winter D
- Silva A
- Alexiew D
- Küster V
- Publication year
- Publication venue
- Geotextiles and Geomembranes
External Links
Snippet
Abstract Geosynthetic Encased Sand Columns (GEC) have been frequently adopted in geo- engineering practice to improve bearing capacity, reduce settlements and accelerate consolidation in saturated soft cohesive ground (eg Alexiew et al, 2005; Alexiew et al., 2012; …
- 239000002689 soil 0 title abstract description 36
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/10—Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/06—Foundation trenches ditches or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0006—Plastics
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealing or joints for engineering works in general
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Shen et al. | Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement | |
| Zhang et al. | Evaluation of effect of basal geotextile reinforcement under embankment loading on soft marine deposits | |
| Schnaid et al. | Geotextile encased columns (GEC) used as pressure-relief system. Instrumented bridge abutment case study on soft soil | |
| Song et al. | Behavior and analysis of stabilizing piles installed in a cut slope during heavy rainfall | |
| Alkhorshid et al. | Large-scale load capacity tests on a geosynthetic encased column | |
| Dheerendra Babu et al. | A critical review of construction, analysis and behaviour of stone columns | |
| Rowe et al. | Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment | |
| Hosseinpour et al. | A comparative study for the performance of encased granular columns | |
| Zeng et al. | Evolution of deep ground settlement subject to groundwater drawdown during dewatering in a multi-layered aquifer-aquitard system: Insights from numerical modelling | |
| Makra | Evaluation of the UBC3D-PLM constitutive model for prediction of earthquake induced liquefaction on embankment dams | |
| Tanchaisawat et al. | Numerical simulation and sensitivity analyses of full-scale test embankment with reinforced lightweight geomaterials on soft Bangkok clay | |
| Bergado et al. | The interaction mechanism and behavior of hexagonal wire mesh reinforced embankment with silty sand backfill on soft clay | |
| Ghosh et al. | Field study and numerical modelling for a road embankment built on soft soil improved with concrete injected columns and geosynthetics reinforced platform | |
| Xia et al. | Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation | |
| Li et al. | Experimental study on the reinforced fly ash and sand retaining wall under static load | |
| Horpibulsuk et al. | Performance of an earth wall stabilized with bearing reinforcements | |
| Nagahara et al. | FEM analysis of high airport embankment with horizontal drains | |
| Xue et al. | Instability of a geogrid reinforced soil wall on thick soft Shanghai clay with prefabricated vertical drains: a case study | |
| Chen et al. | Stability analyses of a reinforced soil wall on soft soils using strength reduction method | |
| Zhao et al. | A case study integrating field measurements and numerical analysis of high-fill slope stabilized with cast-in-place piles in Yunnan, China | |
| Chen et al. | Performance of a geogrid reinforced soil wall on PVD drained multilayer soft soils | |
| Tan et al. | Performance of sheet pile wall in peat | |
| Suksiripattanapong et al. | Numerical analysis of bearing reinforcement earth (BRE) wall | |
| Karim | Behaviour of piles subjected to passive subsoil movement due to embankment construction–A simplified 3D analysis | |
| Lollino et al. | Delayed failure of quarry slopes in stiff clays: the case of the Lucera landslide |