Design of pile foundations in liquefiable soils, Gopal Madabhushi, Jonathan Knappett, Stuart Haigh

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Label

Design of pile foundations in liquefiable soils, Gopal Madabhushi, Jonathan Knappett, Stuart Haigh

Statement of responsibility

Gopal Madabhushi, Jonathan Knappett, Stuart Haigh

Instantiates

• Design of pile foundations in liquefiable soils

Publication

• London, Imperial College Press, Singapore, Distributed by World Scientific Pub. Co., ©2010

Bibliography note

Includes bibliographical references (pages 203-210) and index

Carrier category

online resource

Carrier category code

cr

Carrier MARC source

rdacarrier

Color

multicolored

Content category

text

Content type code

txt

Content type MARC source

rdacontent

Contents

1. Performance of pile foundations. 1.1. Introduction. 1.2. Performance of pile foundations during earthquake loading. 1.3. Soil liquefaction and lateral spreading. 1.4. Performance of pile foundations in past earthquakes. 1.5. Modes of pile failure in liquefiable soils. 1.6. Summary -- 2. Inertial and kinematic loading. 2.1. Pile behaviour under earthquake loading. 2.2. Analysis of laterally loaded piles under static conditions. 2.3. Analysis of laterally loaded piles under earthquake loading. 2.4. Kinematic response in level ground. 2.5. Kinematic loading in laterally spreading soil. 2.6. Inertial response. 2.7. p-y analysis of piles. 2.8. Limit equilibrium analysis of piles subjected to earthquake loading. 2.9. Provisions in Eurocode 8. 2.10. Summary -- 3. Accounting for axial loading in level ground. 3.1. Liquefaction as a foundation hazard. 3.2. Influence of axial loading on pile failure. 3.3. Axial load transfer due to liquefaction. 3.4. Pile settlement. 3.5. Guidelines for designing against bearing failure. 3.6. Instability of single piles and pile groups. 3.7. Bearing vs. buckling failure. 3.8. Summary -- 4. Lateral spreading of sloping ground. 4.1. Liquefaction-induced lateral spreading. 4.2. Simple methods to estimate the extent of lateral spreading. 4.3. Effects of lateral spreading on pile foundations. 4.4. Recommendations on estimation of lateral loads for pile design -- 5. Axial loading on piles in laterally spreading ground. 5.1. Introduction. 5.2. Phasing of loads. 5.3. Peak lateral response of piled foundations. 5.4. Residual lateral response of piled foundations. 5.5. Validation of effects of axial pile load. 5.6. Recommendations for designing piles in laterally spreading ground -- 6. Design examples. 6.1. Introduction. 6.2. Design of piles under static loading. 6.3. Inertial and kinematic loading on piles in level ground. 6.4. Design of piles in level liquefiable ground. 6.5. Design of piles in sloping liquefiable ground. 6.6. Summary of inclusive design procedure

Control code

ocn613678194

Dimensions

other

Extent

1 online resource (xiv, 217 pages)

Form of item

online

Isbn

9781628700978

Media category

computer

Media MARC source

rdamedia

Media type code

c

Other control number

9786612759864

Other physical details

illustrations (some color)

http://library.link/vocab/ext/overdrive/overdriveId

275986

Sound

unknown sound

Specific material designation

remote

System control number

• (OCoLC)613678194
• pebcs1628700971