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

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 --
Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap --
Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil --
Observations on Viscosity Reduction of PHPA Polymer Support Fluids --
--
An Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve --
Drilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests --
Axial Capacity of Drilled Shafts in Clay over Gravel Formation --
Evaluation of Axial Capacity of Post Grouted Drilled Shafts --
Numerical Simulation for Wave Propagation in Pile Integrity Test --
Construction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge --
Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil --
Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile --
Effects of Cyclic Frequency and Pre-Loading on Behaviour of Plate Anchors --
Displacement Field of an Uplifting Anchor in Sand --
Uplift Capacity of Pile Anchors in Cohesionless Soil --
Study on Bearing Behaviors of Single Axially Loaded SDCM Pile --
Experimental Study and Engineering Practice of Rammed Concrete Pile --
Centrifuge Study on Ultra-Deep Foundation Pit Excavation in Soft Ground --
Numerical Analysis on Ground Behavior for Construction of Displacement Pile --
Numerical Simulations on a Tube-Installed Displacement Pile in Sand Using Stress-Controlled Method --
Investigation on the Requirements regarding the Minimum Embedded Length of Monopiles --
Effects of PCC Pile Spacing on Expressway Embankment Settlement Control --
Strength and Deformation Characteristics of Lagoonal Clay Deposits in Lixia River Area by Seismic Piezocone Tests --
Monitoring In-Situ Soil Moisture Variations of Expansive Clay Using Neutron Probes --
Correlating Vane Shear Results with Undrained Strength Parameters for Slope Stability Analysis --
Soft Clay Erosion and Its Undrained Shear Strength Measurements --
Estimation of In-Situ Strength for Sandy Soils Using CPT Cone Resistance --
Interpretation of Piezocone Tests in Venetian Silty Soils and the Issue of Partial Drainage --
Cylindrical Cavity Expansion from a Finite Radius --
Identification of Soil Stratigraphy of Soft Deposit in Shanghai from CPTU Test.