UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
Identifieur interne : 001652 ( Istex/Corpus ); précédent : 001651; suivant : 001653UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS
Auteurs : I. F. Collins ; H. S. YuSource :
- International Journal for Numerical and Analytical Methods in Geomechanics [ 0363-9061 ] ; 1996-07.
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- 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.
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DOI: 10.1002/(SICI)1096-9853(199607)20:7<489::AID-NAG829>3.0.CO;2-V
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Collins</name><affiliation><mods:affiliation>Department of Engineering Science, The University of Auckland, Private Bag 92019, New Zealand</mods:affiliation></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><mods:affiliation>Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</mods:affiliation></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. 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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><istex><corpusName>wiley</corpusName><author><json:item><name>I. F. COLLINS</name><affiliations><json:string>Department of Engineering Science, The University of Auckland, Private Bag 92019, New Zealand</json:string></affiliations></json:item><json:item><name>H. S. 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F.</forename><surname>COLLINS</surname></persName><affiliation>Department of Engineering Science, The University of Auckland, Private Bag 92019, New Zealand</affiliation></author><author><persName><forename type="first">H. S.</forename><surname>YU</surname></persName><note type="correspondence"><p>Correspondence: Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</p></note><affiliation>Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</affiliation></author></analytic><monogr><title level="j">International Journal for Numerical and Analytical Methods in Geomechanics</title><title level="j" type="abbrev">Int. J. Numer. Anal. Meth. 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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.</p></abstract><textClass xml:lang="en"><keywords scheme="keyword"><list><head>keywords</head><item><term>cavity expansion</term></item><item><term>critical state models</term></item><item><term>plasticity</term></item><item><term>pile installation</term></item><item><term>normally and overconsolidated clays</term></item></list></keywords></textClass><textClass><keywords scheme="Journal Subject"><list><head>article-category</head><item><term>Research Article</term></item></list></keywords></textClass></profileDesc><revisionDesc><change when="1995-05-12">Received</change><change when="1996-07">Published</change></revisionDesc></teiHeader></istex:fulltextTEI><json:item><original>false</original><mimetype>text/plain</mimetype><extension>txt</extension><uri>https://api.istex.fr/document/EB195C5CFEF418624F0B7931114DCCB4CA865276/fulltext/txt</uri></json:item></fulltext><metadata><istex:metadataXml wicri:clean="Wiley, elements deleted: body"><istex:xmlDeclaration>version="1.0" encoding="UTF-8" standalone="yes"</istex:xmlDeclaration><istex:document><component version="2.0" type="serialArticle" xml:lang="en"><header><publicationMeta level="product"><publisherInfo><publisherName>John Wiley & Sons, Ltd</publisherName><publisherLoc>Sussex</publisherLoc></publisherInfo><doi registered="yes">10.1002/(ISSN)1096-9853</doi><issn type="print">0363-9061</issn><issn type="electronic">1096-9853</issn><idGroup><id type="product" value="NAG"></id></idGroup><titleGroup><title type="main" xml:lang="en" sort="INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS">International Journal for Numerical and Analytical Methods in Geomechanics</title><title type="short">Int. 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S.</givenNames><familyName>YU</familyName></personName></creator></creators><affiliationGroup><affiliation xml:id="af1" countryCode="NZ" type="organization"><unparsedAffiliation>Department of Engineering Science, The University of Auckland, Private Bag 92019, New Zealand</unparsedAffiliation></affiliation><affiliation xml:id="af2" countryCode="AU" type="organization"><unparsedAffiliation>Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</unparsedAffiliation></affiliation></affiliationGroup><keywordGroup xml:lang="en" type="author"><keyword xml:id="kwd1">cavity expansion</keyword><keyword xml:id="kwd2">critical state models</keyword><keyword xml:id="kwd3">plasticity</keyword><keyword xml:id="kwd4">pile installation</keyword><keyword xml:id="kwd5">normally and overconsolidated clays</keyword></keywordGroup><abstractGroup><abstract type="main" xml:lang="en"><title type="main">Abstract</title><p>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.</p></abstract></abstractGroup></contentMeta></header></component></istex:document></istex:metadataXml><mods version="3.6"><titleInfo lang="en"><title>UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS</title></titleInfo><titleInfo type="abbreviated" lang="en"><title>UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS</title></titleInfo><titleInfo type="alternative" contentType="CDATA" lang="en"><title>UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS</title></titleInfo><name type="personal"><namePart type="given">I. F.</namePart><namePart type="family">COLLINS</namePart><affiliation>Department of Engineering Science, The University of Auckland, Private Bag 92019, New Zealand</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">H. S.</namePart><namePart type="family">YU</namePart><affiliation>Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</affiliation><description>Correspondence: Department of Civil Engineering and Surveying, The University of Newcastle, N.S.W. 2308, Australia</description><role><roleTerm type="text">author</roleTerm></role></name><typeOfResource>text</typeOfResource><genre type="article" displayLabel="article"></genre><originInfo><publisher>John Wiley & Sons, Ltd</publisher><place><placeTerm type="text">Sussex</placeTerm></place><dateIssued encoding="w3cdtf">1996-07</dateIssued><dateCaptured encoding="w3cdtf">1995-05-12</dateCaptured><copyrightDate encoding="w3cdtf">1996</copyrightDate></originInfo><language><languageTerm type="code" authority="rfc3066">en</languageTerm><languageTerm type="code" authority="iso639-2b">eng</languageTerm></language><physicalDescription><internetMediaType>text/html</internetMediaType><extent unit="figures">24</extent><extent unit="references">29</extent></physicalDescription><abstract 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.</abstract><subject lang="en"><genre>keywords</genre><topic>cavity expansion</topic><topic>critical state models</topic><topic>plasticity</topic><topic>pile installation</topic><topic>normally and overconsolidated clays</topic></subject><relatedItem type="host"><titleInfo><title>International Journal for Numerical and Analytical Methods in Geomechanics</title></titleInfo><titleInfo type="abbreviated"><title>Int. J. Numer. Anal. Meth. 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