The application of cap-plasticity-model to embankment problems
Identifieur interne : 001691 ( Istex/Corpus ); précédent : 001690; suivant : 001692The application of cap-plasticity-model to embankment problems
Auteurs : T. K. Huang ; W. F. Chen ; J. C. ChameauSource :
- Computers and Structures [ 0045-7949 ] ; 1991.
Abstract
Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.
Url:
DOI: 10.1016/0045-7949(92)90377-C
Links to Exploration step
ISTEX:BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DCLe document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title>The application of cap-plasticity-model to embankment problems</title><author><name sortKey="Huang, T K" sort="Huang, T K" uniqKey="Huang T" first="T. K." last="Huang">T. K. Huang</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author><author><name sortKey="Chen, W F" sort="Chen, W F" uniqKey="Chen W" first="W. F." last="Chen">W. F. Chen</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author><author><name sortKey="Chameau, J C" sort="Chameau, J C" uniqKey="Chameau J" first="J. C." last="Chameau">J. C. Chameau</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC</idno><date when="1992" year="1992">1992</date><idno type="doi">10.1016/0045-7949(92)90377-C</idno><idno type="url">https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">001691</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a">The application of cap-plasticity-model to embankment problems</title><author><name sortKey="Huang, T K" sort="Huang, T K" uniqKey="Huang T" first="T. K." last="Huang">T. K. Huang</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author><author><name sortKey="Chen, W F" sort="Chen, W F" uniqKey="Chen W" first="W. F." last="Chen">W. F. Chen</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author><author><name sortKey="Chameau, J C" sort="Chameau, J C" uniqKey="Chameau J" first="J. C." last="Chameau">J. C. Chameau</name><affiliation><mods:affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</mods:affiliation></affiliation></author></analytic><monogr></monogr><series><title level="j">Computers and Structures</title><title level="j" type="abbrev">CAS</title><idno type="ISSN">0045-7949</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1991">1991</date><biblScope unit="volume">44</biblScope><biblScope unit="issue">6</biblScope><biblScope unit="page" from="1349">1349</biblScope><biblScope unit="page" to="1369">1369</biblScope></imprint><idno type="ISSN">0045-7949</idno></series><idno type="istex">BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC</idno><idno type="DOI">10.1016/0045-7949(92)90377-C</idno><idno type="PII">0045-7949(92)90377-C</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0045-7949</idno></seriesStmt></fileDesc><profileDesc><textClass></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.</div></front></TEI><istex><corpusName>elsevier</corpusName><author><json:item><name>T.K. Huang</name><affiliations><json:string>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</json:string></affiliations></json:item><json:item><name>W.F. Chen</name><affiliations><json:string>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</json:string></affiliations></json:item><json:item><name>J.C. Chameau</name><affiliations><json:string>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</json:string></affiliations></json:item></author><language><json:string>eng</json:string></language><abstract>Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.</abstract><qualityIndicators><score>5.214</score><pdfVersion>1.2</pdfVersion><pdfPageSize>504 x 756 pts</pdfPageSize><refBibsNative>true</refBibsNative><keywordCount>0</keywordCount><abstractCharCount>1015</abstractCharCount><pdfWordCount>3630</pdfWordCount><pdfCharCount>23920</pdfCharCount><pdfPageCount>21</pdfPageCount><abstractWordCount>132</abstractWordCount></qualityIndicators><title>The application of cap-plasticity-model to embankment problems</title><pii><json:string>0045-7949(92)90377-C</json:string></pii><genre><json:string>research-article</json:string></genre><serie><genre></genre><language><json:string>unknown</json:string></language><title>Ph.D. thesis</title></serie><host><volume>44</volume><pii><json:string>S0045-7949(00)X0433-6</json:string></pii><pages><last>1369</last><first>1349</first></pages><issn><json:string>0045-7949</json:string></issn><issue>6</issue><genre><json:string>Journal</json:string></genre><language><json:string>unknown</json:string></language><title>Computers and Structures</title><publicationDate>1992</publicationDate></host><categories><wos><json:string>COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS</json:string><json:string>ENGINEERING, CIVIL</json:string></wos></categories><publicationDate>1991</publicationDate><copyrightDate>1992</copyrightDate><doi><json:string>10.1016/0045-7949(92)90377-C</json:string></doi><id>BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC</id><fulltext><json:item><original>true</original><mimetype>application/pdf</mimetype><extension>pdf</extension><uri>https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/fulltext/pdf</uri></json:item><json:item><original>true</original><mimetype>text/plain</mimetype><extension>txt</extension><uri>https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/fulltext/txt</uri></json:item><json:item><original>false</original><mimetype>application/zip</mimetype><extension>zip</extension><uri>https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/fulltext/zip</uri></json:item><istex:fulltextTEI uri="https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/fulltext/tei"><teiHeader><fileDesc><titleStmt><title level="a">The application of cap-plasticity-model to embankment problems</title></titleStmt><publicationStmt><authority>ISTEX</authority><publisher>ELSEVIER</publisher><availability><p>ELSEVIER</p></availability><date>1992</date></publicationStmt><notesStmt><note type="content">Section title: Compendium</note></notesStmt><sourceDesc><biblStruct type="inbook"><analytic><title level="a">The application of cap-plasticity-model to embankment problems</title><author><persName><forename type="first">T.K.</forename><surname>Huang</surname></persName><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation></author><author><persName><forename type="first">W.F.</forename><surname>Chen</surname></persName><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation></author><author><persName><forename type="first">J.C.</forename><surname>Chameau</surname></persName><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation></author></analytic><monogr><title level="j">Computers and Structures</title><title level="j" type="abbrev">CAS</title><idno type="pISSN">0045-7949</idno><idno type="PII">S0045-7949(00)X0433-6</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1991"></date><biblScope unit="volume">44</biblScope><biblScope unit="issue">6</biblScope><biblScope unit="page" from="1349">1349</biblScope><biblScope unit="page" to="1369">1369</biblScope></imprint></monogr><idno type="istex">BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC</idno><idno type="DOI">10.1016/0045-7949(92)90377-C</idno><idno type="PII">0045-7949(92)90377-C</idno></biblStruct></sourceDesc></fileDesc><profileDesc><creation><date>1992</date></creation><langUsage><language ident="en">en</language></langUsage><abstract xml:lang="en"><p>Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.</p></abstract></profileDesc><revisionDesc><change when="1991-06-18">Received</change><change when="1991">Published</change></revisionDesc></teiHeader></istex:fulltextTEI></fulltext><metadata><istex:metadataXml wicri:clean="Elsevier, elements deleted: tail"><istex:xmlDeclaration>version="1.0" encoding="utf-8"</istex:xmlDeclaration><istex:docType PUBLIC="-//ES//DTD journal article DTD version 4.5.2//EN//XML" URI="art452.dtd" name="istex:docType"></istex:docType><istex:document><converted-article version="4.5.2" docsubtype="fla"><item-info><jid>CAS</jid><aid>9290377C</aid><ce:pii>0045-7949(92)90377-C</ce:pii><ce:doi>10.1016/0045-7949(92)90377-C</ce:doi><ce:copyright type="unknown" year="1992"></ce:copyright></item-info><head><ce:dochead><ce:textfn>Compendium</ce:textfn></ce:dochead><ce:title>The application of cap-plasticity-model to embankment problems</ce:title><ce:author-group><ce:author><ce:given-name>T.K.</ce:given-name><ce:surname>Huang</ce:surname></ce:author><ce:author><ce:given-name>W.F.</ce:given-name><ce:surname>Chen</ce:surname></ce:author><ce:author><ce:given-name>J.C.</ce:given-name><ce:surname>Chameau</ce:surname></ce:author><ce:affiliation><ce:textfn>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</ce:textfn></ce:affiliation></ce:author-group><ce:date-received day="18" month="6" year="1991"></ce:date-received><ce:abstract><ce:section-title>Abstract</ce:section-title><ce:abstract-sec><ce:simple-para>Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.</ce:simple-para></ce:abstract-sec></ce:abstract></head></converted-article></istex:document></istex:metadataXml><mods version="3.6"><titleInfo><title>The application of cap-plasticity-model to embankment problems</title></titleInfo><titleInfo type="alternative" contentType="CDATA"><title>The application of cap-plasticity-model to embankment problems</title></titleInfo><name type="personal"><namePart type="given">T.K.</namePart><namePart type="family">Huang</namePart><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">W.F.</namePart><namePart type="family">Chen</namePart><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">J.C.</namePart><namePart type="family">Chameau</namePart><affiliation>School of Civil Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907, U.S.A.</affiliation><role><roleTerm type="text">author</roleTerm></role></name><typeOfResource>text</typeOfResource><genre type="research-article" displayLabel="Full-length article"></genre><originInfo><publisher>ELSEVIER</publisher><dateIssued encoding="w3cdtf">1991</dateIssued><dateCaptured encoding="w3cdtf">1991-06-18</dateCaptured><copyrightDate encoding="w3cdtf">1992</copyrightDate></originInfo><language><languageTerm type="code" authority="iso639-2b">eng</languageTerm><languageTerm type="code" authority="rfc3066">en</languageTerm></language><physicalDescription><internetMediaType>text/html</internetMediaType></physicalDescription><abstract lang="en">Several typical embankment problems are analyzed using the proposed procedure for determining the cap-plasticity-model parameters and the general-purpose finite element program in this paper. Several important practical features of embankment design are described and illustrated with numerical examples. These include undrained condition, embankment widening and raising, multiple-layer foundation soils, and measures for improving embankment stability. Emphasis of the analyses was placed on the engineering interpretation of the finite element results, including evaluation of the effects of construction processes, characteristics of deformation, and evaluation of stability and performance of embankment with some measures for improving stability. It is concluded that the drainage of foundation soil can improve the stability of the embankment fill, construction of berms can effectively improve embankment stability, and geotextile will develop considerable resistance in the occurrence of large deformation.</abstract><note type="content">Section title: Compendium</note><relatedItem type="host"><titleInfo><title>Computers and Structures</title></titleInfo><titleInfo type="abbreviated"><title>CAS</title></titleInfo><genre type="Journal">journal</genre><originInfo><dateIssued encoding="w3cdtf">19920903</dateIssued></originInfo><identifier type="ISSN">0045-7949</identifier><identifier type="PII">S0045-7949(00)X0433-6</identifier><part><date>19920903</date><detail type="volume"><number>44</number><caption>vol.</caption></detail><detail type="issue"><number>6</number><caption>no.</caption></detail><extent unit="issue pages"><start>1169</start><end>1387</end></extent><extent unit="pages"><start>1349</start><end>1369</end></extent></part></relatedItem><identifier type="istex">BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC</identifier><identifier type="DOI">10.1016/0045-7949(92)90377-C</identifier><identifier type="PII">0045-7949(92)90377-C</identifier><recordInfo><recordContentSource>ELSEVIER</recordContentSource></recordInfo></mods></metadata><enrichments><istex:catWosTEI uri="https://api.istex.fr/document/BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC/enrichments/catWos"><teiHeader><profileDesc><textClass><classCode scheme="WOS">COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS</classCode><classCode scheme="WOS">ENGINEERING, CIVIL</classCode></textClass></profileDesc></teiHeader></istex:catWosTEI></enrichments></istex></record>Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/Istex/Corpus
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 001691 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Istex/Corpus/biblio.hfd -nk 001691 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien
|wiki= Ticri/CIDE
|area= OcrV1
|flux= Istex
|étape= Corpus
|type= RBID
|clé= ISTEX:BCB941C56C5A0C3D3FB6C1544CF31F2E6AEE24DC
|texte= The application of cap-plasticity-model to embankment problems
}}
| This area was generated with Dilib version V0.6.32. |  |