Theory and Practice of Pile Foundations

Theory and Practice of Pile Foundations

by Wei Dong Guo

Hardcover

$165.00

Product Details

ISBN-13: 9780415809337
Publisher: Taylor & Francis
Publication date: 12/18/2012
Pages: 576
Product dimensions: 6.10(w) x 9.20(h) x 1.40(d)

Table of Contents

Strength and Stiffness from In Situ Tests
Standard Penetration Tests (SPT)
Cone Penetration Tests
Soil Stiffness
Stiffness and Strength of Rock

Capacity of Vertically Loaded Piles
Introduction
Capacity of Single Piles
Capacity of Single Piles in Rock
Negative Skin Friction
Capacity of pile groups

Mechanism and Models for Pile-Soil Interaction
Concentric Cylinder Model (CCM)
Nonlinear Concentric Cylinder Model
Time-Dependent CCM
Torque-Rotation Transfer Model
Coupled Elastic Model for Lateral Piles
Elastic-Plastic Model for Lateral Piles

Vertically Loaded Single Piles
Introduction
Load Transfer Models

Overall Pile–Soil Interaction
Parametric Study
Load Settlement
Settlement Influence Factor
Summary
Capacity for Strain Softening Soil
Capacity and Cyclic Amplitude

Time-Dependent Response of Vertically Loaded Piles
Visco-Elastic Load Transfer Behavior
Visco-Elastic Consolidation

Settlement of Pile Groups
Introduction
Empirical Methods
Shallow Footing Analogy
Numerical Methods
Boundary Element Approach: GASGROUP

Elastic Solutions for Laterally Loaded Piles
Introduction
Overall Pile Response
Validation
Parametric Study
Subgrade Modulus and Design Charts
Pile Group Response
Conclusion

Laterally Loaded Rigid Piles
Introduction
Elastic Plastic Solutions
Capacity and Lateral-Moment Loading Loci
Comparison with Existing Solutions
Illustrative Examples
Summary

Laterally Loaded Free-Head Piles
Introduction
Solutions for Pile-Soil System
Slip Depth Versus Nonlinear Response
Calculations for Typical Piles
Comments on Use of Current Solutions
Response of Piles Under Cyclic Loading
Response of Free-Head Groups
Summary

Structural Nonlinearity and Response of Rock-Socket Piles
Introduction
Solutions for Laterally Loaded Shafts
Nonlinear Structural Behavior of Shafts
Nonlinear Piles in Sand/Clay
Rock-Socketed Shafts
Conclusion

Laterally Loaded Pile Groups
Introduction
Overall Solutions for a Single Pile
Nonlinear Response of Single Piles and Pile Groups
Examples
Conclusions

Design of Passive Piles
Introduction
Mechanism for Passive Pile-Soil Interaction
Elastic-Plastic (EP) Solutions
pu -Based Solutions (Rigid Piles)
E-E, EP-EP Solutions (Deep Sliding–Flexible Piles)
Design Charts
Case Study
Conclusion

Physical Modeling on Passive Piles
Introduction
Apparatus and Test Procedures
Test Results
Simple Solutions
Conclusion
Acknowledgment
References
Index

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