Design of pile foundations in liquefiable soils:
Gespeichert in:
1. Verfasser: | |
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Format: | Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
London
Imperial College Press ; Singapore Distributed by World Scientific Pub. Co.
2010
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Schriftenreihe: | Knovel Library
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Schlagworte: | |
Beschreibung: | Print version record |
Beschreibung: | 1 online resource (xiv, 217 pages) illustrations (some color) |
ISBN: | 9781848163638 1848163630 9781628700978 1628700971 |
Internformat
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245 | 1 | 0 | |a Design of pile foundations in liquefiable soils |c Gopal Madabhushi, Jonathan Knappett, Stuart Haigh |
264 | 1 | |a London |b Imperial College Press ; Singapore |b Distributed by World Scientific Pub. Co. |c 2010 | |
300 | |a 1 online resource (xiv, 217 pages) |b illustrations (some color) | ||
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505 | 8 | |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 | |
546 | |a English | ||
650 | 7 | |a TECHNOLOGY & ENGINEERING / 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 | |
650 | 7 | |a Civil & Environmental Engineering |2 hilcc | |
650 | 7 | |a Civil Engineering |2 hilcc | |
650 | 7 | |a Engineering & Applied Sciences |2 hilcc | |
650 | 4 | |a Piling (Civil engineering) |a Soil-structure interaction |a Soil liquefaction |a Earthquake engineering | |
700 | 1 | |a Knappett, Jonathan |e Sonstige |4 oth | |
700 | 1 | |a Haigh, Stuart |e Sonstige |4 oth | |
710 | 2 | |a World Scientific (Firm) |e Sonstige |4 oth | |
776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |z 1848163622 |
776 | 0 | 8 | |i Erscheint auch als |n Druck-Ausgabe |z 9781848163621 |
912 | |a ZDB-4-ENC | ||
999 | |a oai:aleph.bib-bvb.de:BVB01-030730468 |
Datensatz im Suchindex
_version_ | 1804179162807664640 |
---|---|
any_adam_object | |
author | Madabhushi, Gopal |
author_facet | Madabhushi, Gopal |
author_role | aut |
author_sort | Madabhushi, Gopal |
author_variant | g m gm |
building | Verbundindex |
bvnumber | BV045343764 |
collection | ZDB-4-ENC |
contents | 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 |
ctrlnum | (ZDB-4-ENC)ocn613678194 (OCoLC)613678194 (DE-599)BVBBV045343764 |
dewey-full | 624.154 |
dewey-hundreds | 600 - Technology (Applied sciences) |
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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id | DE-604.BV045343764 |
illustrated | Illustrated |
indexdate | 2024-07-10T08:15:29Z |
institution | BVB |
isbn | 9781848163638 1848163630 9781628700978 1628700971 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030730468 |
oclc_num | 613678194 |
open_access_boolean | |
physical | 1 online resource (xiv, 217 pages) illustrations (some color) |
psigel | ZDB-4-ENC |
publishDate | 2010 |
publishDateSearch | 2010 |
publishDateSort | 2010 |
publisher | Imperial College Press ; Singapore Distributed by World Scientific Pub. Co. |
record_format | marc |
series2 | Knovel Library |
spelling | Madabhushi, Gopal Verfasser aut 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) txt rdacontent c rdamedia cr rdacarrier Knovel Library Print version record 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 English TECHNOLOGY & ENGINEERING / Structural bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology ukslc Civil & Environmental Engineering hilcc Civil Engineering hilcc Engineering & Applied Sciences hilcc Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering Knappett, Jonathan Sonstige oth Haigh, Stuart Sonstige oth World Scientific (Firm) Sonstige oth Erscheint auch als Druck-Ausgabe 1848163622 Erscheint auch als Druck-Ausgabe 9781848163621 |
spellingShingle | Madabhushi, Gopal 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 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 TECHNOLOGY & ENGINEERING / Structural bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology ukslc Civil & Environmental Engineering hilcc Civil Engineering hilcc Engineering & Applied Sciences hilcc Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering |
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 | TECHNOLOGY & ENGINEERING / Structural bisacsh Earthquake engineering fast Piling (Civil engineering) fast Soil liquefaction fast Soil-structure interaction fast Technology ukslc Civil & Environmental Engineering hilcc Civil Engineering hilcc Engineering & Applied Sciences hilcc Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering |
topic_facet | TECHNOLOGY & ENGINEERING / Structural Earthquake engineering Piling (Civil engineering) Soil liquefaction Soil-structure interaction Technology Civil & Environmental Engineering Civil Engineering Engineering & Applied Sciences Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering |
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