Design of pile foundations in liquefiable soils /:
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 th...
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| Sprache: | English |
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London : Singapore :
Imperial College Press ; Distributed by World Scientific Pub. Co.,
©2010.
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| Zusammenfassung: | 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. |
| Beschreibung: | 1 online resource (xiv, 217 pages) : illustrations (some color) |
| Bibliographie: | Includes bibliographical references (pages 203-210) and index. |
| ISBN: | 9781848163638 1848163630 9781628700978 1628700971 |
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| 245 | 1 | 0 | |a Design of pile foundations in liquefiable soils / |c Gopal Madabhushi, Jonathan Knappett, Stuart Haigh. |
| 260 | |a London : |b Imperial College Press ; |a Singapore : |b Distributed by World Scientific Pub. Co., |c ©2010. | ||
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| 504 | |a Includes bibliographical references (pages 203-210) and index. | ||
| 505 | 0 | |a 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. | |
| 520 | |a 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. | ||
| 588 | 0 | |a Print version record. | |
| 546 | |a English. | ||
| 650 | 0 | |a Piling (Civil engineering) |0 http://id.loc.gov/authorities/subjects/sh85102137 | |
| 650 | 0 | |a Soil-structure interaction. |0 http://id.loc.gov/authorities/subjects/sh88001204 | |
| 650 | 0 | |a Soil liquefaction. |0 http://id.loc.gov/authorities/subjects/sh85124352 | |
| 650 | 0 | |a Earthquake engineering. |0 http://id.loc.gov/authorities/subjects/sh85040490 | |
| 650 | 6 | |a Interaction sol-structure. | |
| 650 | 6 | |a Sols |x Liquéfaction. | |
| 650 | 6 | |a Génie parasismique. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Earthquake engineering |2 fast | |
| 650 | 7 | |a Piling (Civil engineering) |2 fast | |
| 650 | 7 | |a Soil liquefaction |2 fast | |
| 650 | 7 | |a Soil-structure interaction |2 fast | |
| 650 | 7 | |a Technology. |2 ukslc | |
| 655 | 4 | |a Electronic book. | |
| 700 | 1 | |a Knappett, Jonathan. | |
| 700 | 1 | |a Haigh, Stuart. | |
| 710 | 2 | |a World Scientific (Firm) |0 http://id.loc.gov/authorities/names/no2001005546 | |
| 758 | |i has work: |a Design of pile foundations in liquefiable soils (Text) |1 https://id.oclc.org/worldcat/entity/E39PCH8xwWpVX83XbMCypHj4md |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
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Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn613678194 |
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| _version_ | 1816881719276470273 |
| adam_text | |
| any_adam_object | |
| author | Madabhushi, Gopal |
| author2 | Knappett, Jonathan Haigh, Stuart |
| author2_role | |
| author2_variant | j k jk s h sh |
| author_corporate | World Scientific (Firm) |
| author_corporate_role | |
| author_facet | Madabhushi, Gopal Knappett, Jonathan Haigh, Stuart World Scientific (Firm) |
| author_role | |
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| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TA780 |
| callnumber-raw | TA780 .M33 2010eb |
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| 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. |
| ctrlnum | (OCoLC)613678194 |
| dewey-full | 624.154 |
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| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.154 |
| dewey-search | 624.154 |
| dewey-sort | 3624.154 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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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. 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Summary of inclusive design procedure.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">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. 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| genre | Electronic book. |
| genre_facet | Electronic book. |
| id | ZDB-4-EBA-ocn613678194 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:17:11Z |
| institution | BVB |
| institution_GND | http://id.loc.gov/authorities/names/no2001005546 |
| isbn | 9781848163638 1848163630 9781628700978 1628700971 |
| language | English |
| oclc_num | 613678194 |
| open_access_boolean | |
| owner | MAIN DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource (xiv, 217 pages) : illustrations (some color) |
| psigel | ZDB-4-EBA |
| publishDate | 2010 |
| publishDateSearch | 2010 |
| publishDateSort | 2010 |
| publisher | Imperial College Press ; Distributed by World Scientific Pub. Co., |
| record_format | marc |
| spelling | Madabhushi, Gopal. Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh. London : Imperial College Press ; Singapore : Distributed by World Scientific Pub. Co., ©2010. 1 online resource (xiv, 217 pages) : illustrations (some color) text txt rdacontent computer c rdamedia online resource cr rdacarrier data file Includes bibliographical references (pages 203-210) and index. 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. 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. Print version record. English. Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Soil-structure interaction. http://id.loc.gov/authorities/subjects/sh88001204 Soil liquefaction. http://id.loc.gov/authorities/subjects/sh85124352 Earthquake engineering. http://id.loc.gov/authorities/subjects/sh85040490 Interaction sol-structure. Sols Liquéfaction. Génie parasismique. TECHNOLOGY & ENGINEERING Structural. bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology. ukslc Electronic book. Knappett, Jonathan. Haigh, Stuart. World Scientific (Firm) http://id.loc.gov/authorities/names/no2001005546 has work: Design of pile foundations in liquefiable soils (Text) https://id.oclc.org/worldcat/entity/E39PCH8xwWpVX83XbMCypHj4md https://id.oclc.org/worldcat/ontology/hasWork Print version: 1848163622 Print version: 9781848163621 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=340568 Volltext |
| spellingShingle | Madabhushi, Gopal Design of pile foundations in liquefiable soils / 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. Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Soil-structure interaction. http://id.loc.gov/authorities/subjects/sh88001204 Soil liquefaction. http://id.loc.gov/authorities/subjects/sh85124352 Earthquake engineering. http://id.loc.gov/authorities/subjects/sh85040490 Interaction sol-structure. Sols Liquéfaction. Génie parasismique. TECHNOLOGY & ENGINEERING Structural. bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology. ukslc |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85102137 http://id.loc.gov/authorities/subjects/sh88001204 http://id.loc.gov/authorities/subjects/sh85124352 http://id.loc.gov/authorities/subjects/sh85040490 |
| title | Design of pile foundations in liquefiable soils / |
| title_auth | Design of pile foundations in liquefiable soils / |
| title_exact_search | Design of pile foundations in liquefiable soils / |
| title_full | Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh. |
| title_fullStr | Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh. |
| title_full_unstemmed | Design of pile foundations in liquefiable soils / Gopal Madabhushi, Jonathan Knappett, Stuart Haigh. |
| title_short | Design of pile foundations in liquefiable soils / |
| title_sort | design of pile foundations in liquefiable soils |
| topic | Piling (Civil engineering) http://id.loc.gov/authorities/subjects/sh85102137 Soil-structure interaction. http://id.loc.gov/authorities/subjects/sh88001204 Soil liquefaction. http://id.loc.gov/authorities/subjects/sh85124352 Earthquake engineering. http://id.loc.gov/authorities/subjects/sh85040490 Interaction sol-structure. Sols Liquéfaction. Génie parasismique. TECHNOLOGY & ENGINEERING Structural. bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology. ukslc |
| topic_facet | Piling (Civil engineering) Soil-structure interaction. Soil liquefaction. Earthquake engineering. Interaction sol-structure. Sols Liquéfaction. Génie parasismique. TECHNOLOGY & ENGINEERING Structural. Earthquake engineering Soil liquefaction Soil-structure interaction Technology. Electronic book. |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=340568 |
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