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...
Gespeichert in:
1. Verfasser: | |
---|---|
Format: | Elektronisch E-Book |
Sprache: | English |
Veröffentlicht: |
London
Imperial College Press
c2010
|
Schlagworte: | |
Online-Zugang: | FHN01 Volltext |
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: | xiv, 217 p. ill. (some col.) |
ISBN: | 9781848163638 |
Internformat
MARC
LEADER | 00000nmm a2200000zc 4500 | ||
---|---|---|---|
001 | BV044633407 | ||
003 | DE-604 | ||
005 | 00000000000000.0 | ||
007 | cr|uuu---uuuuu | ||
008 | 171120s2010 |||| o||u| ||||||eng d | ||
020 | |a 9781848163638 |c electronic bk. |9 978-1-84816-363-8 | ||
024 | 7 | |a 10.1142/P628 |2 doi | |
035 | |a (ZDB-124-WOP)00002052 | ||
035 | |a (OCoLC)1012658807 | ||
035 | |a (DE-599)BVBBV044633407 | ||
040 | |a DE-604 |b ger |e aacr | ||
041 | 0 | |a eng | |
049 | |a DE-92 | ||
082 | 0 | |a 624.154 |2 22 | |
100 | 1 | |a Madabhushi, Gopal |e Verfasser |4 aut | |
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 |c c2010 | |
300 | |a xiv, 217 p. |b ill. (some col.) | ||
336 | |b txt |2 rdacontent | ||
337 | |b c |2 rdamedia | ||
338 | |b cr |2 rdacarrier | ||
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 | ||
650 | 4 | |a Piling (Civil engineering) | |
650 | 4 | |a Soil-structure interaction | |
650 | 4 | |a Soil liquefaction | |
650 | 4 | |a Earthquake engineering | |
700 | 1 | |a Knappett, Jonathan |e Sonstige |4 oth | |
700 | 1 | |a Haigh, Stuart |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 |
856 | 4 | 0 | |u http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc |x Verlag |z URL des Erstveroeffentlichers |3 Volltext |
912 | |a ZDB-124-WOP | ||
999 | |a oai:aleph.bib-bvb.de:BVB01-030031379 | ||
966 | e | |u http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc |l FHN01 |p ZDB-124-WOP |q FHN_PDA_WOP |x Verlag |3 Volltext |
Datensatz im Suchindex
_version_ | 1804178043883749376 |
---|---|
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 | BV044633407 |
collection | ZDB-124-WOP |
ctrlnum | (ZDB-124-WOP)00002052 (OCoLC)1012658807 (DE-599)BVBBV044633407 |
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 |
fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>02658nmm a2200433zc 4500</leader><controlfield tag="001">BV044633407</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">171120s2010 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781848163638</subfield><subfield code="c">electronic bk.</subfield><subfield code="9">978-1-84816-363-8</subfield></datafield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1142/P628</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ZDB-124-WOP)00002052 </subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)1012658807</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV044633407</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-92</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.154</subfield><subfield code="2">22</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Madabhushi, Gopal</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Design of pile foundations in liquefiable soils</subfield><subfield code="c">Gopal Madabhushi, Jonathan Knappett, Stuart Haigh</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">London</subfield><subfield code="b">Imperial College Press</subfield><subfield code="c">c2010</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">xiv, 217 p.</subfield><subfield code="b">ill. (some col.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</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. For graduate students and researchers, it brings together the latest research findings on pile foundations in a way that is relevant to geotechnical practice</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Piling (Civil engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soil-structure interaction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soil liquefaction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Earthquake engineering</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Knappett, Jonathan</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Haigh, Stuart</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">1848163622</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Erscheint auch als</subfield><subfield code="n">Druck-Ausgabe</subfield><subfield code="z">9781848163621</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc</subfield><subfield code="x">Verlag</subfield><subfield code="z">URL des Erstveroeffentlichers</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-124-WOP</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-030031379</subfield></datafield><datafield tag="966" ind1="e" ind2=" "><subfield code="u">http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc</subfield><subfield code="l">FHN01</subfield><subfield code="p">ZDB-124-WOP</subfield><subfield code="q">FHN_PDA_WOP</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield></record></collection> |
id | DE-604.BV044633407 |
illustrated | Illustrated |
indexdate | 2024-07-10T07:57:42Z |
institution | BVB |
isbn | 9781848163638 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-030031379 |
oclc_num | 1012658807 |
open_access_boolean | |
owner | DE-92 |
owner_facet | DE-92 |
physical | xiv, 217 p. ill. (some col.) |
psigel | ZDB-124-WOP ZDB-124-WOP FHN_PDA_WOP |
publishDate | 2010 |
publishDateSearch | 2010 |
publishDateSort | 2010 |
publisher | Imperial College Press |
record_format | marc |
spelling | Madabhushi, Gopal Verfasser aut Design of pile foundations in liquefiable soils Gopal Madabhushi, Jonathan Knappett, Stuart Haigh London Imperial College Press c2010 xiv, 217 p. ill. (some col.) txt rdacontent c rdamedia cr rdacarrier 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 Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering Knappett, Jonathan Sonstige oth Haigh, Stuart Sonstige oth Erscheint auch als Druck-Ausgabe 1848163622 Erscheint auch als Druck-Ausgabe 9781848163621 http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc Verlag URL des Erstveroeffentlichers Volltext |
spellingShingle | Madabhushi, Gopal Design of pile foundations in liquefiable soils 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 | Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering |
topic_facet | Piling (Civil engineering) Soil-structure interaction Soil liquefaction Earthquake engineering |
url | http://www.worldscientific.com/worldscibooks/10.1142/P628#t=toc |
work_keys_str_mv | AT madabhushigopal designofpilefoundationsinliquefiablesoils AT knappettjonathan designofpilefoundationsinliquefiablesoils AT haighstuart designofpilefoundationsinliquefiablesoils |