UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
Identifieur interne : 002722 ( Main/Exploration ); précédent : 002721; suivant : 002723UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
Auteurs : I. F. Collins [Nouvelle-Zélande] ; H. S. Yu [Australie]Source :
- International Journal for Numerical and Analytical Methods in Geomechanics [ 0363-9061 ] ; 1996-07.
English descriptors
- KwdEn :
Abstract
Boundary value problems for hardening/softening soils, such as Cam‐Clay, usually require the extensive use of finite element methods. Here analytical and semi‐analytical solutions for the undrained expansion of cylindrical and spherical cavities in critical state soils are presented. The strain is finite, the initial cavity radius is arbitrary and the procedure applicable to any isotropically hardening materials. In all cases only simple quadratures are involved, and in the case of the original Cam‐Clay a complete analytical solution can be found. In addition to providing models of the behaviour of displacement piles and pressuremeters these results also provide valuable benchmark solutions for verifying various numerical methods.
Url:
DOI: 10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V
Affiliations:
Links toward previous steps (curation, corpus...)
- to stream Istex, to step Corpus: 001652
- to stream Istex, to step Curation: 001559
- to stream Istex, to step Checkpoint: 001B33
- to stream Main, to step Merge: 002866
- to stream Main, to step Curation: 002722
Le document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title xml:lang="en">UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS</title><author><name sortKey="Collins, I F" sort="Collins, I F" uniqKey="Collins I" first="I. F." last="Collins">I. F. Collins</name></author><author><name sortKey="Yu, H S" sort="Yu, H S" uniqKey="Yu H" first="H. S." last="Yu">H. S. Yu</name></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:EB195C5CFEF418624F0B7931114DCCB4CA865276</idno><date when="1996" year="1996">1996</date><idno type="doi">10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V</idno><idno type="url">https://api.istex.fr/document/EB195C5CFEF418624F0B7931114DCCB4CA865276/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">001652</idno><idno type="wicri:Area/Istex/Curation">001559</idno><idno type="wicri:Area/Istex/Checkpoint">001B33</idno><idno type="wicri:doubleKey">0363-9061:1996:Collins I:undrained:cavity:expansions</idno><idno type="wicri:Area/Main/Merge">002866</idno><idno type="wicri:Area/Main/Curation">002722</idno><idno type="wicri:Area/Main/Exploration">002722</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a" type="main" xml:lang="en">UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS</title><author><name sortKey="Collins, I F" sort="Collins, I F" uniqKey="Collins I" first="I. F." last="Collins">I. F. Collins</name><affiliation wicri:level="1"><country xml:lang="fr">Nouvelle-Zélande</country><wicri:regionArea>Department of Engineering Science, The University of Auckland, Private Bag 92019</wicri:regionArea><wicri:noRegion>Private Bag 92019</wicri:noRegion></affiliation></author><author><name sortKey="Yu, H S" sort="Yu, H S" uniqKey="Yu H" first="H. S." last="Yu">H. S. Yu</name><affiliation wicri:level="1"><country xml:lang="fr">Australie</country><wicri:regionArea>Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308</wicri:regionArea><wicri:noRegion>N.S.W. 2308</wicri:noRegion></affiliation></author></analytic><monogr></monogr><series><title level="j">International Journal for Numerical and Analytical Methods in Geomechanics</title><title level="j" type="abbrev">Int. J. Numer. Anal. Meth. Geomech.</title><idno type="ISSN">0363-9061</idno><idno type="eISSN">1096-9853</idno><imprint><publisher>John Wiley & Sons, Ltd</publisher><pubPlace>Sussex</pubPlace><date type="published" when="1996-07">1996-07</date><biblScope unit="volume">20</biblScope><biblScope unit="issue">7</biblScope><biblScope unit="page" from="489">489</biblScope><biblScope unit="page" to="516">516</biblScope></imprint><idno type="ISSN">0363-9061</idno></series><idno type="istex">EB195C5CFEF418624F0B7931114DCCB4CA865276</idno><idno type="DOI">10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V</idno><idno type="ArticleID">NAG829</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0363-9061</idno></seriesStmt></fileDesc><profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>cavity expansion</term><term>critical state models</term><term>normally and overconsolidated clays</term><term>pile installation</term><term>plasticity</term></keywords></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">Boundary value problems for hardening/softening soils, such as Cam‐Clay, usually require the extensive use of finite element methods. Here analytical and semi‐analytical solutions for the undrained expansion of cylindrical and spherical cavities in critical state soils are presented. The strain is finite, the initial cavity radius is arbitrary and the procedure applicable to any isotropically hardening materials. In all cases only simple quadratures are involved, and in the case of the original Cam‐Clay a complete analytical solution can be found. In addition to providing models of the behaviour of displacement piles and pressuremeters these results also provide valuable benchmark solutions for verifying various numerical methods.</div></front></TEI><affiliations><list><country><li>Australie</li><li>Nouvelle-Zélande</li></country></list><tree><country name="Nouvelle-Zélande"><noRegion><name sortKey="Collins, I F" sort="Collins, I F" uniqKey="Collins I" first="I. F." last="Collins">I. F. Collins</name></noRegion></country><country name="Australie"><noRegion><name sortKey="Yu, H S" sort="Yu, H S" uniqKey="Yu H" first="H. S." last="Yu">H. S. Yu</name></noRegion></country></tree></affiliations></record>Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/Main/Exploration
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 002722 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Main/Exploration/biblio.hfd -nk 002722 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien
|wiki= Ticri/CIDE
|area= OcrV1
|flux= Main
|étape= Exploration
|type= RBID
|clé= ISTEX:EB195C5CFEF418624F0B7931114DCCB4CA865276
|texte= UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
}}
| This area was generated with Dilib version V0.6.32. |  |