Ha et al., 2019 - Google Patents
Investigation of seismic performances of unconnected pile foundations using dynamic centrifuge testsHa et al., 2019
- Document ID
- 3948381725089227494
- Author
- Ha J
- Ko K
- Jo S
- Park H
- Kim D
- Publication year
- Publication venue
- Bulletin of Earthquake Engineering
External Links
Snippet
An unconnected pile foundation allows separation between the lower pile and the pile cap, and it has been proposed as an effective foundation type for reducing the seismic load during strong earthquakes. However, previous quantitative evaluations of unconnected piles …
- 238000009114 investigational therapy 0 title description 3
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
- G01N2203/0076—Hardness, compressibility or resistance to crushing
-
- 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
- E02D27/34—Foundations for sinking or earthquake territories
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/02—Details not specific for a particular testing method
- G01N2203/0202—Control of the test
- G01N2203/0212—Theories, calculations
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
- G01N3/303—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated only by free-falling weight
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING STRUCTURES OR APPARATUS NOT OTHERWISE PROVIDED FOR
- G01M7/00—Vibration-testing of structures; Shock-testing of structures
- G01M7/08—Shock-testing
-
- 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
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/30—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight
- G01N3/313—Investigating strength properties of solid materials by application of mechanical stress by applying a single impulsive force, e.g. by falling weight generated by explosives
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING STRUCTURES OR APPARATUS NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges, air-craft wings
- G01M5/0041—Investigating the elasticity of structures, e.g. deflection of bridges, air-craft wings by determining deflection or stress
- G01M5/005—Investigating the elasticity of structures, e.g. deflection of bridges, air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems
- G01M5/0058—Investigating the elasticity of structures, e.g. deflection of bridges, air-craft wings by determining deflection or stress by means of external apparatus, e.g. test benches or portable test systems of elongated objects, e.g. pipes, masts, towers or railways
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
- G01V1/008—Earthquake measurement or prediction
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Ha et al. | Investigation of seismic performances of unconnected pile foundations using dynamic centrifuge tests | |
Haiyang et al. | Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test | |
Rayhani et al. | Numerical modeling of seismic response of rigid foundation on soft soil | |
Martakis et al. | A centrifuge-based experimental verification of Soil-Structure Interaction effects | |
Jafarzadeh et al. | On the role of topographic amplification in seismic slope instabilities | |
Lin et al. | Seismic response of embankment slopes with different reinforcing measures in shaking table tests | |
Gao et al. | Shaking table tests on the seismic performance of a flexible wall retaining EPS composite soil | |
Amendola et al. | Foundation impedance functions from full-scale soil-structure interaction tests | |
Massimino et al. | Some aspects of DSSI in the dynamic response of fully-coupled soil-structure systems | |
Futai et al. | Dynamic response of monopiles in sand using centrifuge modelling | |
Mashhoud et al. | Shaking table test study on dynamic behavior of micropiles in loose sand | |
Wang et al. | Experimental and numerical study on the influence of dynamic structure-soil-structure interaction on the responses of two adjacent idealized structural systems | |
Park et al. | Centrifuge modeling of disconnected piled raft using vertical pushover tests | |
Nappa et al. | Centrifuge modelling of the seismic performance of soft buried barriers | |
Ko et al. | Comparison between cyclic and dynamic rocking behavior for embedded shallow foundation using centrifuge tests | |
Chatterjee1a et al. | Dynamic analyses and field observations on piles in Kolkata city | |
Yoo et al. | Development of predicting method for dynamic pile behavior by using centrifuge tests considering the kinematic load effect | |
Somma et al. | Centrifuge modeling of shallow foundation lateral disconnection to reduce seismic vulnerability | |
Brandenberg et al. | Load transfer between pile groups and laterally spreading ground during earthquakes. | |
Shahbazi et al. | Evaluation of seismic soil–structure interaction of full-scale grouped helical piles in dense sand | |
Tiwari et al. | Displacement based seismic assessment of base restrained retaining walls | |
Seong et al. | Dynamic and monotonic response of Monopile Foundations for Offshore wind turbines using centrifuge testing | |
Kim et al. | Inertial behavior of gravity-type quay wall: A case study using dynamic centrifuge test | |
Shabani et al. | Comparison of seismic behavior of steel building adjacent to slope topography by considering fixed-base, SSI and TSSI | |
Tubaldi et al. | Field tests and numerical analysis of the effects of scour on a full-scale soil–foundation–structural system |