Thermomechanical properties of deep argillaceous formations
Identifieur interne : 002D79 ( Istex/Corpus ); précédent : 002D78; suivant : 002D80Thermomechanical properties of deep argillaceous formations
Auteurs : C. Del Olmo ; V. Fioravante ; F. Gera ; T. Hueckel ; J. C. Mayor ; R. PellegriniSource :
- Engineering Geology [ 0013-7952 ] ; 1995.
Abstract
A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.
Url:
DOI: 10.1016/0013-7952(95)00048-8
Links to Exploration step
ISTEX:463390236C18C739A662F15DD99F39473E4502C9Le document en format XML
<record><TEI wicri:istexFullTextTei="biblStruct"><teiHeader><fileDesc><titleStmt><title xml:lang="en">Thermomechanical properties of deep argillaceous formations</title><author><name sortKey="Del Olmo, C" sort="Del Olmo, C" uniqKey="Del Olmo C" first="C." last="Del Olmo">C. Del Olmo</name><affiliation><mods:affiliation>Enresa, Madrid ,Spain</mods:affiliation></affiliation></author><author><name sortKey="Fioravante, V" sort="Fioravante, V" uniqKey="Fioravante V" first="V." last="Fioravante">V. Fioravante</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author><author><name sortKey="Gera, F" sort="Gera, F" uniqKey="Gera F" first="F." last="Gera">F. Gera</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author><author><name sortKey="Hueckel, T" sort="Hueckel, T" uniqKey="Hueckel T" first="T." last="Hueckel">T. Hueckel</name><affiliation><mods:affiliation>Duke University, Durham NC ,USA</mods:affiliation></affiliation></author><author><name sortKey="Mayor, J C" sort="Mayor, J C" uniqKey="Mayor J" first="J. C." last="Mayor">J. C. Mayor</name><affiliation><mods:affiliation>Enresa, Madrid ,Spain</mods:affiliation></affiliation></author><author><name sortKey="Pellegrini, R" sort="Pellegrini, R" uniqKey="Pellegrini R" first="R." last="Pellegrini">R. Pellegrini</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author></titleStmt><publicationStmt><idno type="wicri:source">ISTEX</idno><idno type="RBID">ISTEX:463390236C18C739A662F15DD99F39473E4502C9</idno><date when="1996" year="1996">1996</date><idno type="doi">10.1016/0013-7952(95)00048-8</idno><idno type="url">https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/fulltext/pdf</idno><idno type="wicri:Area/Istex/Corpus">002D79</idno></publicationStmt><sourceDesc><biblStruct><analytic><title level="a" type="main" xml:lang="en">Thermomechanical properties of deep argillaceous formations</title><author><name sortKey="Del Olmo, C" sort="Del Olmo, C" uniqKey="Del Olmo C" first="C." last="Del Olmo">C. Del Olmo</name><affiliation><mods:affiliation>Enresa, Madrid ,Spain</mods:affiliation></affiliation></author><author><name sortKey="Fioravante, V" sort="Fioravante, V" uniqKey="Fioravante V" first="V." last="Fioravante">V. Fioravante</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author><author><name sortKey="Gera, F" sort="Gera, F" uniqKey="Gera F" first="F." last="Gera">F. Gera</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author><author><name sortKey="Hueckel, T" sort="Hueckel, T" uniqKey="Hueckel T" first="T." last="Hueckel">T. Hueckel</name><affiliation><mods:affiliation>Duke University, Durham NC ,USA</mods:affiliation></affiliation></author><author><name sortKey="Mayor, J C" sort="Mayor, J C" uniqKey="Mayor J" first="J. C." last="Mayor">J. C. Mayor</name><affiliation><mods:affiliation>Enresa, Madrid ,Spain</mods:affiliation></affiliation></author><author><name sortKey="Pellegrini, R" sort="Pellegrini, R" uniqKey="Pellegrini R" first="R." last="Pellegrini">R. Pellegrini</name><affiliation><mods:affiliation>ISMES, Bergamo ,Italy</mods:affiliation></affiliation></author></analytic><monogr></monogr><series><title level="j">Engineering Geology</title><title level="j" type="abbrev">ENGEO</title><idno type="ISSN">0013-7952</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1995">1995</date><biblScope unit="volume">41</biblScope><biblScope unit="issue">1–4</biblScope><biblScope unit="page" from="87">87</biblScope><biblScope unit="page" to="102">102</biblScope></imprint><idno type="ISSN">0013-7952</idno></series><idno type="istex">463390236C18C739A662F15DD99F39473E4502C9</idno><idno type="DOI">10.1016/0013-7952(95)00048-8</idno><idno type="PII">0013-7952(95)00048-8</idno><idno type="ArticleID">95000488</idno></biblStruct></sourceDesc><seriesStmt><idno type="ISSN">0013-7952</idno></seriesStmt></fileDesc><profileDesc><textClass></textClass><langUsage><language ident="en">en</language></langUsage></profileDesc></teiHeader><front><div type="abstract" xml:lang="en">A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.</div></front></TEI><istex><corpusName>elsevier</corpusName><author><json:item><name>C. Del Olmo</name><affiliations><json:string>Enresa, Madrid ,Spain</json:string></affiliations></json:item><json:item><name>V. Fioravante</name><affiliations><json:string>ISMES, Bergamo ,Italy</json:string></affiliations></json:item><json:item><name>F. Gera</name><affiliations><json:string>ISMES, Bergamo ,Italy</json:string></affiliations></json:item><json:item><name>T. Hueckel</name><affiliations><json:string>Duke University, Durham NC ,USA</json:string></affiliations></json:item><json:item><name>J.C. Mayor</name><affiliations><json:string>Enresa, Madrid ,Spain</json:string></affiliations></json:item><json:item><name>R. Pellegrini</name><affiliations><json:string>ISMES, Bergamo ,Italy</json:string></affiliations></json:item></author><articleId><json:string>95000488</json:string></articleId><language><json:string>eng</json:string></language><abstract>A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.</abstract><qualityIndicators><score>6.332</score><pdfVersion>1.3</pdfVersion><pdfPageSize>548 x 749 pts</pdfPageSize><refBibsNative>true</refBibsNative><keywordCount>0</keywordCount><abstractCharCount>740</abstractCharCount><pdfWordCount>5185</pdfWordCount><pdfCharCount>31921</pdfCharCount><pdfPageCount>16</pdfPageCount><abstractWordCount>111</abstractWordCount></qualityIndicators><title>Thermomechanical properties of deep argillaceous formations</title><pii><json:string>0013-7952(95)00048-8</json:string></pii><genre><json:string>research-article</json:string></genre><serie><editor><json:item><name>K.R. Demars</name></json:item><json:item><name>R.C. Chaney</name></json:item></editor><pages><last>339</last><first>320</first></pages><genre></genre><language><json:string>unknown</json:string></language><title>Geotechnical Properties, Behaviour, and Performance of Calcareous Soils</title></serie><host><volume>41</volume><pii><json:string>S0013-7952(00)X0003-8</json:string></pii><pages><last>102</last><first>87</first></pages><issn><json:string>0013-7952</json:string></issn><issue>1–4</issue><genre><json:string>Journal</json:string></genre><language><json:string>unknown</json:string></language><title>Engineering Geology</title><publicationDate>1996</publicationDate></host><categories><wos><json:string>ENGINEERING, GEOLOGICAL</json:string><json:string>GEOSCIENCES, MULTIDISCIPLINARY</json:string></wos></categories><publicationDate>1995</publicationDate><copyrightDate>1996</copyrightDate><doi><json:string>10.1016/0013-7952(95)00048-8</json:string></doi><id>463390236C18C739A662F15DD99F39473E4502C9</id><fulltext><json:item><original>true</original><mimetype>application/pdf</mimetype><extension>pdf</extension><uri>https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/fulltext/pdf</uri></json:item><json:item><original>true</original><mimetype>text/plain</mimetype><extension>txt</extension><uri>https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/fulltext/txt</uri></json:item><json:item><original>false</original><mimetype>application/zip</mimetype><extension>zip</extension><uri>https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/fulltext/zip</uri></json:item><istex:fulltextTEI uri="https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/fulltext/tei"><teiHeader><fileDesc><titleStmt><title level="a" type="main" xml:lang="en">Thermomechanical properties of deep argillaceous formations</title></titleStmt><publicationStmt><authority>ISTEX</authority><publisher>ELSEVIER</publisher><availability><p>ELSEVIER</p></availability><date>1996</date></publicationStmt><sourceDesc><biblStruct type="inbook"><analytic><title level="a" type="main" xml:lang="en">Thermomechanical properties of deep argillaceous formations</title><author><persName><forename type="first">C.</forename><surname>Del Olmo</surname></persName><note type="correspondence"><p>Corresponding author.</p></note><affiliation>Enresa, Madrid ,Spain</affiliation></author><author><persName><forename type="first">V.</forename><surname>Fioravante</surname></persName><affiliation>ISMES, Bergamo ,Italy</affiliation></author><author><persName><forename type="first">F.</forename><surname>Gera</surname></persName><affiliation>ISMES, Bergamo ,Italy</affiliation></author><author><persName><forename type="first">T.</forename><surname>Hueckel</surname></persName><affiliation>Duke University, Durham NC ,USA</affiliation></author><author><persName><forename type="first">J.C.</forename><surname>Mayor</surname></persName><affiliation>Enresa, Madrid ,Spain</affiliation></author><author><persName><forename type="first">R.</forename><surname>Pellegrini</surname></persName><affiliation>ISMES, Bergamo ,Italy</affiliation></author></analytic><monogr><title level="j">Engineering Geology</title><title level="j" type="abbrev">ENGEO</title><idno type="pISSN">0013-7952</idno><idno type="PII">S0013-7952(00)X0003-8</idno><imprint><publisher>ELSEVIER</publisher><date type="published" when="1995"></date><biblScope unit="volume">41</biblScope><biblScope unit="issue">1–4</biblScope><biblScope unit="page" from="87">87</biblScope><biblScope unit="page" to="102">102</biblScope></imprint></monogr><idno type="istex">463390236C18C739A662F15DD99F39473E4502C9</idno><idno type="DOI">10.1016/0013-7952(95)00048-8</idno><idno type="PII">0013-7952(95)00048-8</idno><idno type="ArticleID">95000488</idno></biblStruct></sourceDesc></fileDesc><profileDesc><creation><date>1996</date></creation><langUsage><language ident="en">en</language></langUsage><abstract xml:lang="en"><p>A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.</p></abstract></profileDesc><revisionDesc><change when="1995-06-23">Registration</change><change when="1995">Published</change></revisionDesc></teiHeader></istex:fulltextTEI></fulltext><metadata><istex:metadataXml wicri:clean="Elsevier doc found" wicri:toSee="Elsevier, no converted or simple article"><istex:xmlDeclaration>version="1.0" encoding="utf-8"</istex:xmlDeclaration><istex:docType PUBLIC="-//ES//DTD journal article DTD version 5.0.1//EN//XML" URI="art501.dtd" name="istex:docType"></istex:docType><istex:document><article version="5.0" xml:lang="en" docsubtype="fla"><item-info><jid>ENGEO</jid><aid>95000488</aid><ce:pii>0013-7952(95)00048-8</ce:pii><ce:doi>10.1016/0013-7952(95)00048-8</ce:doi><ce:copyright type="unknown" year="1996">Elsevier Science B.V. All rights reserved</ce:copyright></item-info><head><ce:title>Thermomechanical properties of deep argillaceous formations</ce:title><ce:author-group><ce:author><ce:given-name>C.</ce:given-name><ce:surname>Del Olmo</ce:surname><ce:cross-ref refid="cor1"><ce:sup>*</ce:sup></ce:cross-ref><ce:cross-ref refid="aff1"><ce:sup>a</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>V.</ce:given-name><ce:surname>Fioravante</ce:surname><ce:cross-ref refid="aff2"><ce:sup>b</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>F.</ce:given-name><ce:surname>Gera</ce:surname><ce:cross-ref refid="aff2"><ce:sup>b</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>T.</ce:given-name><ce:surname>Hueckel</ce:surname><ce:cross-ref refid="aff3"><ce:sup>c</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>J.C.</ce:given-name><ce:surname>Mayor</ce:surname><ce:cross-ref refid="aff1"><ce:sup>a</ce:sup></ce:cross-ref></ce:author><ce:author><ce:given-name>R.</ce:given-name><ce:surname>Pellegrini</ce:surname><ce:cross-ref refid="aff2"><ce:sup>b</ce:sup></ce:cross-ref></ce:author><ce:affiliation id="aff1"><ce:label>a</ce:label><ce:textfn>Enresa, Madrid ,Spain</ce:textfn></ce:affiliation><ce:affiliation id="aff2"><ce:label>b</ce:label><ce:textfn>ISMES, Bergamo ,Italy</ce:textfn></ce:affiliation><ce:affiliation id="aff3"><ce:label>c</ce:label><ce:textfn>Duke University, Durham NC ,USA</ce:textfn></ce:affiliation><ce:correspondence id="cor1"><ce:label>*</ce:label><ce:text>Corresponding author.</ce:text></ce:correspondence></ce:author-group><ce:date-received day="15" month="2" year="1994"></ce:date-received><ce:date-accepted day="23" month="6" year="1995"></ce:date-accepted><ce:abstract id="ab1" class="author" xml:lang="en"><ce:section-title>Abstract</ce:section-title><ce:abstract-sec><ce:simple-para>A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.</ce:simple-para><ce:simple-para>In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.</ce:simple-para><ce:simple-para>Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.</ce:simple-para></ce:abstract-sec></ce:abstract></head><tail><ce:bibliography><ce:section-title>References</ce:section-title><ce:bibliography-sec><ce:bib-reference id="bib1"><ce:label>Baldi et al., 1988</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Baldi</ce:surname><ce:given-name>G.</ce:given-name></sb:author><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Pellegrini</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Thermal volume changes of mineral-water system in low porosity clay soils</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>Can. Geotechn. J.</sb:maintitle></sb:title><sb:volume-nr>25</sb:volume-nr></sb:series><sb:issue-nr>4</sb:issue-nr><sb:date>1988</sb:date></sb:issue><sb:pages><sb:first-page>807</sb:first-page><sb:last-page>825</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib2"><ce:label>Baldi et al., 1991</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Baldi</ce:surname><ce:given-name>G.</ce:given-name></sb:author><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Peano</ce:surname><ce:given-name>A.</ce:given-name></sb:author><sb:author><ce:surname>Pellegrini</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Developments in Modelling of Thermo-hydro-geomechanical Behaviour of Boom Clay and Clay-based Buffer Materials</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>CEC Rep. EUR 13365/1 and 2 EN</sb:maintitle></sb:title></sb:series><sb:date>1991</sb:date></sb:issue></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib3"><ce:label>Campanella and Mitchell, 1968</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Campanella</ce:surname><ce:given-name>R.G.</ce:given-name></sb:author><sb:author><ce:surname>Mitchell</ce:surname><ce:given-name>J.K.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Influence of temperature variations on soil behaviour</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>ASCE J. Soil Mech. Found. Div.</sb:maintitle></sb:title><sb:volume-nr>94</sb:volume-nr></sb:series><sb:issue-nr>SM3</sb:issue-nr><sb:date>1968</sb:date></sb:issue><sb:pages><sb:first-page>709</sb:first-page><sb:last-page>734</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib4"><ce:label>Hueckel and Baldi, 1990</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Baldi</ce:surname><ce:given-name>G.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Thermoplasticity of saturated soils and clays: constitutive equations</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>J. Geotech. Eng.</sb:maintitle></sb:title><sb:volume-nr>116</sb:volume-nr></sb:series><sb:issue-nr>12</sb:issue-nr><sb:date>1990</sb:date></sb:issue><sb:pages><sb:first-page>1765</sb:first-page><sb:last-page>1777</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib5"><ce:label>Hueckel and Borsetto, 1990</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Borsetto</ce:surname><ce:given-name>M.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Thermoplasticity of saturated clays: experimental constitutive study</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>J. Geotech. Eng.</sb:maintitle></sb:title><sb:volume-nr>116</sb:volume-nr></sb:series><sb:issue-nr>12</sb:issue-nr><sb:date>1990</sb:date></sb:issue><sb:pages><sb:first-page>1778</sb:first-page><sb:last-page>1798</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib6"><ce:label>Hueckel and Pellegrini, 1991</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Pellegrini</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Thermoplastic modelling of undrained failure of saturated clays due to heating</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>Soils Found.</sb:maintitle></sb:title><sb:volume-nr>31</sb:volume-nr></sb:series><sb:issue-nr>3</sb:issue-nr><sb:date>1991</sb:date></sb:issue><sb:pages><sb:first-page>1</sb:first-page><sb:last-page>16</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib7"><ce:label>Hueckel and Pellegrini, 1992</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Pellegrini</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Effective stress and water pressure in saturated clays during heating-cooling cycles</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>Can. Geotech. J.</sb:maintitle></sb:title><sb:volume-nr>29</sb:volume-nr></sb:series><sb:date>1992</sb:date></sb:issue><sb:pages><sb:first-page>1095</sb:first-page><sb:last-page>1102</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib8"><ce:label>Hueckel and Pellegrini, 1996</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author><sb:author><ce:surname>Pellegrini</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>A note on thermo-mechanical anisotropy of clays</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>Eng. Geol.</sb:maintitle></sb:title></sb:series><sb:date>1996</sb:date></sb:issue></sb:host><sb:comment>this issue</sb:comment></sb:reference></ce:bib-reference><ce:bib-reference id="bib9"><ce:label>Hueckel, 1992</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Hueckel</ce:surname><ce:given-name>T.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>On effective stress concepts and deformation in clays subjected to environmental loads: discussion</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>Can. Geotech. J.</sb:maintitle></sb:title><sb:volume-nr>29</sb:volume-nr></sb:series><sb:date>1992</sb:date></sb:issue><sb:pages><sb:first-page>1120</sb:first-page><sb:last-page>1125</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib10"><ce:label>Lambe and Whitman, 1969</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Lambe</ce:surname><ce:given-name>T.W.</ce:given-name></sb:author><sb:author><ce:surname>Whitman</ce:surname><ce:given-name>R.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Soil Mechanics</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1969</sb:date><sb:publisher><sb:name>Wiley</sb:name><sb:location>New York</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib11"><ce:label>Leroueil et al., 1979</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Leroueil</ce:surname><ce:given-name>S.</ce:given-name></sb:author><sb:author><ce:surname>Tavenas</ce:surname><ce:given-name>F.</ce:given-name></sb:author><sb:author><ce:surname>Brucy</ce:surname><ce:given-name>F.</ce:given-name></sb:author><sb:author><ce:surname>La Rochelle</ce:surname><ce:given-name>P.</ce:given-name></sb:author><sb:author><ce:surname>Roy</ce:surname><ce:given-name>M.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Behaviour of destructured natural clays</sb:maintitle></sb:title></sb:contribution><sb:host><sb:issue><sb:series><sb:title><sb:maintitle>J. Geotech Eng. ASCE</sb:maintitle></sb:title><sb:volume-nr>105</sb:volume-nr></sb:series><sb:issue-nr>GT6</sb:issue-nr><sb:date>1979</sb:date></sb:issue><sb:pages><sb:first-page>759</sb:first-page><sb:last-page>778</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib12"><ce:label>McKown and Ladd, 1982</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>McKown</ce:surname><ce:given-name>A.F.</ce:given-name></sb:author><sb:author><ce:surname>Ladd</ce:surname><ce:given-name>C.C.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Effects of cementation on the compressibility of Pierre clay</sb:maintitle></sb:title></sb:contribution><sb:host><sb:edited-book><sb:editors><sb:editor><ce:surname>Demars</ce:surname><ce:given-name>K.R.</ce:given-name></sb:editor><sb:editor><ce:surname>Chaney</ce:surname><ce:given-name>R.C.</ce:given-name></sb:editor></sb:editors><sb:title><sb:maintitle>Geotechnical Properties, Behaviour, and Performance of Calcareous Soils</sb:maintitle></sb:title><sb:book-series><sb:series><sb:title><sb:maintitle>ASTM STP</sb:maintitle></sb:title><sb:volume-nr>777</sb:volume-nr></sb:series></sb:book-series><sb:date>1982</sb:date></sb:edited-book><sb:pages><sb:first-page>320</sb:first-page><sb:last-page>339</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib13"><ce:label>Roscoe and Burland, 1968</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Roscoe</ce:surname><ce:given-name>K.H.</ce:given-name></sb:author><sb:author><ce:surname>Burland</ce:surname><ce:given-name>J.B.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>On the generalized stress-strain behaviour of “wet clay”</sb:maintitle></sb:title></sb:contribution><sb:host><sb:edited-book><sb:editors><sb:editor><ce:surname>Heyman</ce:surname><ce:given-name>J.</ce:given-name></sb:editor><sb:editor><ce:surname>Leckie</ce:surname><ce:given-name>F.</ce:given-name></sb:editor></sb:editors><sb:title><sb:maintitle>Engineering Plasticity</sb:maintitle></sb:title><sb:date>1968</sb:date><sb:publisher><sb:name>Cambridge University Press</sb:name></sb:publisher></sb:edited-book><sb:pages><sb:first-page>535</sb:first-page><sb:last-page>609</sb:last-page></sb:pages></sb:host></sb:reference></ce:bib-reference><ce:bib-reference id="bib14"><ce:label>Schofield and Wroth, 1968</ce:label><sb:reference><sb:contribution><sb:authors><sb:author><ce:surname>Schofield</ce:surname><ce:given-name>A.N.</ce:given-name></sb:author><sb:author><ce:surname>Wroth</ce:surname><ce:given-name>C.P.</ce:given-name></sb:author></sb:authors><sb:title><sb:maintitle>Critical State Soil Mechanics</sb:maintitle></sb:title></sb:contribution><sb:host><sb:book><sb:date>1968</sb:date><sb:publisher><sb:name>McGraw-Hill</sb:name><sb:location>London</sb:location></sb:publisher></sb:book></sb:host></sb:reference></ce:bib-reference></ce:bibliography-sec></ce:bibliography></tail></article></istex:document></istex:metadataXml><mods version="3.6"><titleInfo lang="en"><title>Thermomechanical properties of deep argillaceous formations</title></titleInfo><titleInfo type="alternative" lang="en" contentType="CDATA"><title>Thermomechanical properties of deep argillaceous formations</title></titleInfo><name type="personal"><namePart type="given">C.</namePart><namePart type="family">Del Olmo</namePart><affiliation>Enresa, Madrid ,Spain</affiliation><description>Corresponding author.</description><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">V.</namePart><namePart type="family">Fioravante</namePart><affiliation>ISMES, Bergamo ,Italy</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">F.</namePart><namePart type="family">Gera</namePart><affiliation>ISMES, Bergamo ,Italy</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">T.</namePart><namePart type="family">Hueckel</namePart><affiliation>Duke University, Durham NC ,USA</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">J.C.</namePart><namePart type="family">Mayor</namePart><affiliation>Enresa, Madrid ,Spain</affiliation><role><roleTerm type="text">author</roleTerm></role></name><name type="personal"><namePart type="given">R.</namePart><namePart type="family">Pellegrini</namePart><affiliation>ISMES, Bergamo ,Italy</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">1995</dateIssued><dateValid encoding="w3cdtf">1995-06-23</dateValid><copyrightDate encoding="w3cdtf">1996</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">A difficulty in the interpretation of mechanical and thermo-mechanical tests on specimens drawn from large argillaceous formations is the strong inhomogeneity of void ratio, clay minerals and carbonates content.In this paper a relationship is developed to link strength and the maximum preconsolidation stress to the initial void ratio and carbonate content. Compressibility is also correlated to carbonates.Thermal strains in drained and undrained conditions for a Spanish, a belgian and an Italian natural clay are compared. In the elastic state strains are comparable, while in the plastic range thermal strains are highest for the Belgian clay, lower in the Spanish cemented clay and lowest in the Italian clay, very stiff and cemented.</abstract><relatedItem type="host"><titleInfo><title>Engineering Geology</title></titleInfo><titleInfo type="abbreviated"><title>ENGEO</title></titleInfo><genre type="Journal">journal</genre><originInfo><dateIssued encoding="w3cdtf">199601</dateIssued></originInfo><identifier type="ISSN">0013-7952</identifier><identifier type="PII">S0013-7952(00)X0003-8</identifier><part><detail type="volume"><number>41</number><caption>vol.</caption></detail><detail type="issue"><number>1–4</number><caption>no.</caption></detail><extent unit="issue pages"><start>1</start><end>318</end></extent><extent unit="pages"><start>87</start><end>102</end></extent></part></relatedItem><identifier type="istex">463390236C18C739A662F15DD99F39473E4502C9</identifier><identifier type="DOI">10.1016/0013-7952(95)00048-8</identifier><identifier type="PII">0013-7952(95)00048-8</identifier><identifier type="ArticleID">95000488</identifier><accessCondition type="use and reproduction" contentType="">© 1996Elsevier Science B.V. All rights reserved</accessCondition><recordInfo><recordContentSource>ELSEVIER</recordContentSource><recordOrigin>Elsevier Science B.V. All rights reserved, ©1996</recordOrigin></recordInfo></mods></metadata><enrichments><istex:catWosTEI uri="https://api.istex.fr/document/463390236C18C739A662F15DD99F39473E4502C9/enrichments/catWos"><teiHeader><profileDesc><textClass><classCode scheme="WOS">ENGINEERING, GEOLOGICAL</classCode><classCode scheme="WOS">GEOSCIENCES, MULTIDISCIPLINARY</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 002D79 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/Istex/Corpus/biblio.hfd -nk 002D79 | 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:463390236C18C739A662F15DD99F39473E4502C9
|texte= Thermomechanical properties of deep argillaceous formations
}}
| This area was generated with Dilib version V0.6.32. |  |