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E-raamat: Design Of Pile Foundations In Liquefiable Soils

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Stuart Haigh (Univ Of Cambridge, Uk), Jonathan Knappett (Univ Of Dundee, Uk), Gopal Madabhushi (Univ Of Cambridge, Uk)

Formaat: 232 pages
Ilmumisaeg: 15-Sep-2009
Kirjastus: Imperial College Press
Keel: eng
ISBN-13: 9781908978493

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Formaat: 232 pages
Ilmumisaeg: 15-Sep-2009
Kirjastus: Imperial College Press
Keel: eng
ISBN-13: 9781908978493

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Pile foundations are the most common form of deep foundations that are used both onshore and offshore to transfer large superstructural loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. Based on the observed case histories, the possible mechanisms of failure of the pile foundations are postulated. The book also deals with the additional loading attracted by piles in liquefiable soils due to lateral spreading of sloping ground. Recent research at Cambridge forms the backbone of this book with the design methodologies being developed directly based on quantified centrifuge test results and numerical analysis.
The book provides designers and practicing civil engineers with a sound knowledge of pile behaviour in liquefiable soils and easy-to-use methods to design pile foundations in seismic regions. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice.

Pile foundations are the most common form of deep foundations that used both onshore and offshore to transfer large superstructure loads into competent soil strata. This book provides many case histories of failure of pile foundations due to earthquake loading and soil liquefaction. Based on the observed case histories, the possible mechanisms of failure of the pile foundations are postulated. The book also deals with the additional loading attracted by piles in liquefiable soils due to lateral spreading of sloping ground. Recent research at Cambridge forms the backbone of this book with the design methodologies being developed directly based on quantified centrifuge test results and numerical analysis.The book provides designers and practicing civil engineers with a sound knowledge of pile behaviour in liquefiable soils and easy-to-use methods to design pile foundations in seismic regions. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice.

Foreword

vii

Preface

Performance of Pile Foundations

(38)

Introduction

(7)

Axial capacity of a single pile

(2)

Pile capacity based on CPT testing

(1)

Pile base capacity

(1)

Shaft friction

(1)

Performance of Pile Foundations During Earthquake Loading

(3)

Soil Liquefaction and Lateral Spreading

(1)

Performance of Pile Foundations in Past Earthquakes

(19)

Showa bridge failure

(4)

Niigata Family Court House building

(3)

The Landing Bridge performance

(6)

The Harbour Master's Tower at Kandla Port

(4)

Modes of Pile Failure in Liquefiable Soils

(7)

Failure mechanisms for single piles

(4)

Failure mechanisms for pile groups

(3)

Summary

(1)

Inertial and Kinematic Loading

(41)

Pile Behaviour Under Earthquake Loading

(4)

Inertial loading

(2)

Kinematic loading in level ground

(2)

Kinematic loading in sloping ground

(1)

Analysis of Laterally Loaded Piles Under Static Conditions

(5)

Simplified soil profiles

(2)

Simplified analysis procedures for piles under static loading

(2)

Analysis of Laterally Loaded Piles Under Earthquake Loading

(3)

Variation in the action of inertial and kinematic loads with depth

(1)

Effective lengths of piles

(1)

Pile flexibility

(1)

Kinematic Response in Level Ground

(3)

Kinematic Loading in Laterally Spreading Soil

(2)

Inertial Response

(2)

Relative stiffness of pile-soil system

(1)

Damping coefficients

(1)

p-y Analysis of Piles

(9)

Static lateral loading

(4)

Cyclic lateral loading

(1)

p-y analysis under earthquake loading - level ground

(1)

p-y analysis under earthquake loading - sloping ground

(3)

Limit Equilibrium Analysis of Piles Subjected to Earthquake Loading

(9)

Limit equilibrium of piles in laterally spreading soils

(2)

Limit equilibrium analysis in the presence of nonliquefied crust

(1)

Stiff clay as a nonliquefiable layer

(4)

Dense sand as a nonliquefiable layer

(2)

Provisions in Eurocode 8

(3)

Combination rules

(1)

Pile head fixity coefficients

(1)

Kinematic loading

(1)

Summary

(1)

Accounting for Axial Loading in Level Ground

(36)

Liquefaction as a Foundation Hazard

(4)

Liquefaction

(2)

Determination of liquefaction susceptibility

(2)

Influence of Axial Loading on Pile Failure

(1)

Axial Load Transfer Due to Liquefaction

(3)

Liquefaction-induced (co-seismic)

(3)

Downdrag (post-earthquake)

(1)

Pile Settlement

(7)

Liquefaction-induced (co-seismic)

(4)

Downdrag (post-earthquake)

(3)

Guidelines for Designing Against Bearing Failure

(3)

Instability of Single Piles and Pile Groups

(10)

Rock-socketed piles

(7)

Floating piles

105

(3)

Bearing vs. Buckling Failure

108

(7)

Methodology

108

(2)

Sample analysis

110

(1)

Ultimate axial limiting states for piled foundations

111

(3)

Use of limiting states in pile sizing

114

(1)

Summary

115

(1)

Lateral Spreading of Sloping Ground

116

(22)

Liquefaction-induced Lateral Spreading

116

(4)

Introduction

116

(4)

Simple Methods to Estimate the Extent of Lateral Spreading

120

(4)

Effects of Lateral Spreading on Pile Foundations

124

(12)

Presence of nonliquefiable crust

125

(1)

Lateral pressures generated on piles and pile caps

126

(8)

Current codal provisions

134

(1)

Specifications for Highway Bridges (JRA, 2002)

134

(1)

Design Standard for Railway Facilities (RTRI 1999)

134

(1)

Recommendations for Design of Building Foundations (AIJ 2001)

135

(1)

Recent experimental data vs codal provisions

135

(1)

Recommendations on Estimation of Lateral Loads for Pile Design

136

(2)

Axial Loading on Piles in Laterally Spreading Ground

138

(27)

Introduction

138

(1)

Phasing of Loads

138

(5)

Inertial and kinematic loads

139

(3)

Presence of axial loads

142

(1)

Peak Lateral Response of Piled Foundations

143

(4)

Residual Lateral Response of Piled Foundations

147

(10)

Single piles

147

(2)

Pile groups (including axial load)

149

(5)

Comparison of single pile and group pile behaviour

154

(1)

Insight into effects of axial load on group response

155

(2)

Validation of Effects of Axial Pile Load

157

(3)

Recommendations for Designing Piles in Laterally Spreading Ground

160

(5)

Design Examples

165

(38)

Introduction

165

(1)

Design of Piles Under Static Loading

165

(6)

Example 1: Preliminary design of piles under static loading

166

(1)

End bearing

166

(1)

Shaft resistance

167

(1)

Example 2: Preliminary design of piles using CPT data

168

(1)

End bearing

168

(1)

Shaft resistance

168

(3)

Inertial and Kinematic Loading on Piles in Level Ground

171

(11)

Soil stiffness and natural frequency

172

(3)

Effective length and flexibility of the pile

175

(1)

Effective length of the pile

175

(1)

Flexibility of the pile

176

(1)

Inertial loading on the pile

177

(3)

Kinematic interaction

180

(2)

Design of Piles in Level Liquefiable Ground

182

(10)

Determination of liquefaction potential from CPT data

182

(5)

Pile sizing based on liquefaction considerations

187

(4)

Inertial response in level liquefied ground

191

(1)

Design of Piles in Sloping Liquefiable Ground

192

(8)

Pile group in two-layer soil profile subject to lateral spreading

192

(4)

Method 1

196

(1)

Method 2

196

(1)

Method 3

196

(3)

Pile group in three-layer soil profile subject to lateral spreading

199

(1)

Summary of Inclusive Design Procedure

200

(3)

References

203

(8)

Index

211

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