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ASCE 9780784411063 2010

ASCE 9780784411063 2010

$44.42

Deep Foundations and Geotechnical In Situ Testing

Published By Publication Date Number of Pages
ASCE 2010 407
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GSP 205 contains 49 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.

PDF Catalog

PDF Pages PDF Title
1 Cover
8 Contents
12 Keynote Paper
Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground
37 Section 1: Piled Raft System and Soil-Structure Interaction
Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower
45 Effect of Pile Configuration and Load Type on Piled Raft Foundations Performance
53 A Study on Time-Effects of Piled Raft System by Using Computational Methods
63 Structural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm
72 Coupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response
78 Observation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry
84 Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition
92 Nonlinear Dynamic Soil—Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses
101 The Effect of Soil-Pile Separation on the Transfer and Impedance Functions
107 Numerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading
115 Section 2: Deep Foundations
Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent Soil
122 Soil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading
130 Pile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads
140 Predictions of Pile Setup and Its Resistance Factors for South Louisiana
146 Experimental Study of Model Piles Socketed into Rock with a Hanging Base
154 The Behavior of a Single Pile under Cyclic Axial Loads
160 Axial Pile Resistance of Different Pile Types Based on Empirical Values
166 Optical Model Test on Work Mechanism of Single Pile with Cap
172 Analysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile
180 Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap
188 Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil
195 Observations on Viscosity Reduction of PHPA Polymer Support Fluids
203 An Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve
211 Drilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests
217 Axial Capacity of Drilled Shafts in Clay over Gravel Formation
227 Evaluation of Axial Capacity of Post Grouted Drilled Shafts
235 Numerical Simulation for Wave Propagation in Pile Integrity Test
243 Construction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge
249 Section 3: Innovative Foundations
Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil
257 Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile
263 Effects of Cyclic Frequency and Pre-Loading on Behaviour of Plate Anchors
272 Displacement Field of an Uplifting Anchor in Sand
278 Uplift Capacity of Pile Anchors in Cohesionless Soil
288 Study on Bearing Behaviors of Single Axially Loaded SDCM Pile
296 Experimental Study and Engineering Practice of Rammed Concrete Pile
303 Centrifuge Study on Ultra-Deep Foundation Pit Excavation in Soft Ground
311 Numerical Analysis on Ground Behavior for Construction of Displacement Pile
319 Numerical Simulations on a Tube-Installed Displacement Pile in Sand Using Stress-Controlled Method
326 Investigation on the Requirements Regarding the Minimum Embedded Length of Monopiles
336 Effects of PCC Pile Spacing on Expressway Embankment Settlement Control
344 Section 4: In Situ Testing
Strength and Deformation Characteristics of Lagoonal Clay Deposits in Lixia River Area by Seismic Piezocone Tests
352 Monitoring In Situ Soil Moisture Variations of Expansive Clay Using Neutron Probes
358 Correlating Vane Shear Results with Undrained Strength Parameters for Slope Stability Analysis
364 Soft Clay Erosion and Its Undrained Shear Strength Measurements
372 Estimation of In Situ Strength for Sandy Soils Using CPT Cone Resistance
378 Interpretation of Piezocone Tests in Venetian Silty Soils and the Issue of Partial Drainage
386 Cylindrical Cavity Expansion from a Finite Radius
395 Identification of Soil Stratigraphy of Soft Deposit in Shanghai from CPTU Test
404 Indexes
Author Index
A
B
C
D
F
G
H
J
K
L
405 M
N
P
R
S
T
W
X
Y
Z
406 Subject Index
A
B
C
D
E
F
G
H
I
L
M
N
O
407 P
R
S
T
U
V
W

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ASCE 9780784411063 2010
$44.42