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Home > Deep foundations and geotechnical in situ testing: proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China

Deep foundations and geotechnical in situ testing: proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China


Book Informaton

Deep foundations and geotechnical in situ testing: proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China

Author

Feng Zhang, and Ke Yang Robert Y. Liang

Series

Geotechnical special publication no. 205

Year of Publication

2010

Publisher

American Society of Civil Engineers

City of Publication

Reston, Va

Language

en

ISBN

9780784411063, 0784411069, 9780784473450, 0784473455, 9781680155976, 1680155970

ARI Id

1672718676130


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Showing 1 to 20 of 49 entries
Chapters/HeadingsAuthor(s)PagesInfo
Content: Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground
Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower
Effect of Pile Configuration and Load Type on Piled Raft Foundations Performance
A Study on Time-Effects of Piled Raft System by Using Computational Methods
Structural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm
Coupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response
Observation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry
Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition
Nonlinear Dynamic Soil: Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses
The Effect of Soil-Pile Separation on the Transfer and Impedance Functions
Numerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading
Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent Soil
Soil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading
Pile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads
Predictions of Pile Setup and Its Resistance Factors for South Louisiana
Experimental Study of Model Piles Socketed into Rock with a Hanging Base
The Behavior of a Single Pile under Cyclic Axial Loads
Axial Pile Resistance of Different Pile Types Based on Empirical Values
Optical Model Test on Work Mechanism of Single Pile with Cap
Analysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile
Chapters/HeadingsAuthor(s)PagesInfo
Showing 1 to 20 of 49 entries