OcrV1, Main, Merge, bibRecord, 001D03

Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays

Identifieur interne : 001D03 ( Main/Merge ); précédent : 001D02; suivant : 001D04

Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays

Auteurs : Hiroyuki Tanaka [Japon] ; Dinesh R. Shiwakoti [Japon] ; Osamu Mishima [Japon] ; Yoichi Watabe [Japon] ; Masanori Tanaka [Japon]

Source :

Soils and foundations [ 0038-0806 ] ; 2001.

RBID : Pascal:02-0043262

Descripteurs français

Pascal (Inist)
- Mécanique sol, Argile marine, Sol surconsolidé, Etude comparative, Cimentation(géol), Essai en place, Essai laboratoire, Essai triaxial, Module cisaillement, Analyse site, Reconnaissance sol, Essai non drainé, Propriété physique.

English descriptors

KwdEn :
- Cementation(geol), Comparative study, In situ test, Laboratory test, Marine clay, Overconsolidated soil, Physical properties, Shear modulus, Site analysis, Soil investigation, Soil mechanics, Triaxial test, Undrained soil test.

Abstract

A site investigation program was carried out at the Yamashita site, Yokohama, Japan, by means of laboratory as well as field tests. It was found from the investigation that the clayey layer is overconsolidated with an OCR of about 2.0. It is evident from geological consideration that this overconsolidation may not have been caused by stress change, but was probably due to structure effects such as cementation or delayed consolidation. The physical and mechanical properties of the Yamashita clay is compared with those of Louiseville clay, a Champlain Sea Clay widely distributed in Quebec, eastern Canada, and a well known cemented clay. Louiseville clay was retrieved by Japanese sampler and transported to the Port and Harbour Research Institute (PHRI) for laboratory investigation. Comparison of the two clays shows that strength properties such as the stress-strain curve or stress path for both clays are very similar to each other. However, the pattern of the e-logp curve measured by Constant Rate of Strain oedometer, particularly beyond the yield consolidation pressure, is remarkably different between the two clays.

Links toward previous steps (curation, corpus...)

to stream PascalFrancis, to step Corpus: 000691
to stream PascalFrancis, to step Curation: 000101
to stream PascalFrancis, to step Checkpoint: 000676

Links to Exploration step

Pascal:02-0043262

Le document en format XML

<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays</title>
<author><name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Shiwakoti, Dinesh R" sort="Shiwakoti, Dinesh R" uniqKey="Shiwakoti D" first="Dinesh R." last="Shiwakoti">Dinesh R. Shiwakoti</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Mishima, Osamu" sort="Mishima, Osamu" uniqKey="Mishima O" first="Osamu" last="Mishima">Osamu Mishima</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Watabe, Yoichi" sort="Watabe, Yoichi" uniqKey="Watabe Y" first="Yoichi" last="Watabe">Yoichi Watabe</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Tanaka, Masanori" sort="Tanaka, Masanori" uniqKey="Tanaka M" first="Masanori" last="Tanaka">Masanori Tanaka</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">02-0043262</idno>
<date when="2001">2001</date>
<idno type="stanalyst">PASCAL 02-0043262 INIST</idno>
<idno type="RBID">Pascal:02-0043262</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000691</idno>
<idno type="wicri:Area/PascalFrancis/Curation">000101</idno>
<idno type="wicri:Area/PascalFrancis/Checkpoint">000676</idno>
<idno type="wicri:doubleKey">0038-0806:2001:Tanaka H:comparison:of:mechanical</idno>
<idno type="wicri:Area/Main/Merge">001D03</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays</title>
<author><name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Shiwakoti, Dinesh R" sort="Shiwakoti, Dinesh R" uniqKey="Shiwakoti D" first="Dinesh R." last="Shiwakoti">Dinesh R. Shiwakoti</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Mishima, Osamu" sort="Mishima, Osamu" uniqKey="Mishima O" first="Osamu" last="Mishima">Osamu Mishima</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Watabe, Yoichi" sort="Watabe, Yoichi" uniqKey="Watabe Y" first="Yoichi" last="Watabe">Yoichi Watabe</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
<author><name sortKey="Tanaka, Masanori" sort="Tanaka, Masanori" uniqKey="Tanaka M" first="Masanori" last="Tanaka">Masanori Tanaka</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Geotechnical Engineering Division, Port and Harbour Research Institute</s1>
<s2>3-1-1 Nagase, Yokosuka 239-0826</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
<sZ>5 aut.</sZ>
</inist:fA14>
<country>Japon</country>
<wicri:noRegion>3-1-1 Nagase, Yokosuka 239-0826</wicri:noRegion>
</affiliation>
</author>
</analytic>
<series><title level="j" type="main">Soils and foundations</title>
<title level="j" type="abbreviated">Soils found.</title>
<idno type="ISSN">0038-0806</idno>
<imprint><date when="2001">2001</date>
</imprint>
</series>
</biblStruct>
</sourceDesc>
<seriesStmt><title level="j" type="main">Soils and foundations</title>
<title level="j" type="abbreviated">Soils found.</title>
<idno type="ISSN">0038-0806</idno>
</seriesStmt>
</fileDesc>
<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Cementation(geol)</term>
<term>Comparative study</term>
<term>In situ test</term>
<term>Laboratory test</term>
<term>Marine clay</term>
<term>Overconsolidated soil</term>
<term>Physical properties</term>
<term>Shear modulus</term>
<term>Site analysis</term>
<term>Soil investigation</term>
<term>Soil mechanics</term>
<term>Triaxial test</term>
<term>Undrained soil test</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Mécanique sol</term>
<term>Argile marine</term>
<term>Sol surconsolidé</term>
<term>Etude comparative</term>
<term>Cimentation(géol)</term>
<term>Essai en place</term>
<term>Essai laboratoire</term>
<term>Essai triaxial</term>
<term>Module cisaillement</term>
<term>Analyse site</term>
<term>Reconnaissance sol</term>
<term>Essai non drainé</term>
<term>Propriété physique</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">A site investigation program was carried out at the Yamashita site, Yokohama, Japan, by means of laboratory as well as field tests. It was found from the investigation that the clayey layer is overconsolidated with an OCR of about 2.0. It is evident from geological consideration that this overconsolidation may not have been caused by stress change, but was probably due to structure effects such as cementation or delayed consolidation. The physical and mechanical properties of the Yamashita clay is compared with those of Louiseville clay, a Champlain Sea Clay widely distributed in Quebec, eastern Canada, and a well known cemented clay. Louiseville clay was retrieved by Japanese sampler and transported to the Port and Harbour Research Institute (PHRI) for laboratory investigation. Comparison of the two clays shows that strength properties such as the stress-strain curve or stress path for both clays are very similar to each other. However, the pattern of the e-logp curve measured by Constant Rate of Strain oedometer, particularly beyond the yield consolidation pressure, is remarkably different between the two clays.</div>
</front>
</TEI>
<affiliations><list><country><li>Japon</li>
</country>
</list>
<tree><country name="Japon"><noRegion><name sortKey="Tanaka, Hiroyuki" sort="Tanaka, Hiroyuki" uniqKey="Tanaka H" first="Hiroyuki" last="Tanaka">Hiroyuki Tanaka</name>
</noRegion>
<name sortKey="Mishima, Osamu" sort="Mishima, Osamu" uniqKey="Mishima O" first="Osamu" last="Mishima">Osamu Mishima</name>
<name sortKey="Shiwakoti, Dinesh R" sort="Shiwakoti, Dinesh R" uniqKey="Shiwakoti D" first="Dinesh R." last="Shiwakoti">Dinesh R. Shiwakoti</name>
<name sortKey="Tanaka, Masanori" sort="Tanaka, Masanori" uniqKey="Tanaka M" first="Masanori" last="Tanaka">Masanori Tanaka</name>
<name sortKey="Watabe, Yoichi" sort="Watabe, Yoichi" uniqKey="Watabe Y" first="Yoichi" last="Watabe">Yoichi Watabe</name>
</country>
</tree>
</affiliations>
</record>

Pour manipuler ce document sous Unix (Dilib)

EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/Main/Merge

HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 001D03 | SxmlIndent | more

HfdSelect -h $EXPLOR_AREA/Data/Main/Merge/biblio.hfd -nk 001D03 | SxmlIndent | more

Pour mettre un lien sur cette page dans le réseau Wicri

{{Explor lien
   |wiki=    Ticri/CIDE
   |area=    OcrV1
   |flux=    Main
   |étape=   Merge
   |type=    RBID
   |clé=     Pascal:02-0043262
   |texte=   Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays
}}

This area was generated with Dilib version V0.6.32.
Data generation: Sat Nov 11 16:53:45 2017. Site generation: Mon Mar 11 23:15:16 2024

	Serveur d'exploration sur l'OCR
	Attention, ce site est en cours de développement ! Attention, site généré par des moyens informatiques à partir de corpus bruts. Les informations ne sont donc pas validées.

Serveur d'exploration sur l'OCR

Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays

Comparison of mechanical behavior of two overconsolidated clays : Yamashita and Louiseville clays

Source :

Descripteurs français

English descriptors

Abstract

Links toward previous steps (curation, corpus...)

Links to Exploration step

Le document en format XML

Pour manipuler ce document sous Unix (Dilib)

Pour mettre un lien sur cette page dans le réseau Wicri