Numerical analysis of deep excavation
Identifieur interne : 000A12 ( PascalFrancis/Curation ); précédent : 000A11; suivant : 000A13Numerical analysis of deep excavation
Auteurs : T. Tamano ; H. Tsuboi ; K. Haneda ; K. Harada ; S. FukiiSource :
Descripteurs français
- Pascal (Inist)
English descriptors
- KwdEn :
Abstract
In recent years, the utilization of underground spaces has become a recognized necessity and deep excavations have been carried out extensively in urban areas. In such cases, it is important to elucidate the stabilization mechanism of the base ground of the excavation. Particularly in the case of ground consisting of a clay, some aspects of its mechanical behavior remain to be studied. This paper describes measurement of a deep shaft (12.6 m wide, 16.1 m long, 37.6 m deep) used for a shield tunnel in Osaka, Japan. The base ground of the excavation consists of an overconsolidated marine clay of OCR = 2. To exmaine the mechanism of this overconsolidated marine clay, its mechanical behaviour was measured. The mechanism was examined by comparing measured values with data derived from FEM analysis that was performed taking into account soil parameters obtained using a simplified stress condition (Lambe 1973)
pA |
|
---|
Links toward previous steps (curation, corpus...)
- to stream PascalFrancis, to step Corpus: Pour aller vers cette notice dans l'étape Curation :000986
Links to Exploration step
Pascal:96-0467925Curation
No country items
T. Tamano<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
Le document en format XML
<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">Numerical analysis of deep excavation</title>
<author><name sortKey="Tamano, T" sort="Tamano, T" uniqKey="Tamano T" first="T." last="Tamano">T. Tamano</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Tsuboi, H" sort="Tsuboi, H" uniqKey="Tsuboi H" first="H." last="Tsuboi">H. Tsuboi</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Haneda, K" sort="Haneda, K" uniqKey="Haneda K" first="K." last="Haneda">K. Haneda</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Harada, K" sort="Harada, K" uniqKey="Harada K" first="K." last="Harada">K. Harada</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Fukii, S" sort="Fukii, S" uniqKey="Fukii S" first="S." last="Fukii">S. Fukii</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">96-0467925</idno>
<date when="1995">1995</date>
<idno type="stanalyst">PASCAL 96-0467925 BRGM</idno>
<idno type="RBID">Pascal:96-0467925</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000986</idno>
<idno type="wicri:Area/PascalFrancis/Curation">000A12</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Numerical analysis of deep excavation</title>
<author><name sortKey="Tamano, T" sort="Tamano, T" uniqKey="Tamano T" first="T." last="Tamano">T. Tamano</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Tsuboi, H" sort="Tsuboi, H" uniqKey="Tsuboi H" first="H." last="Tsuboi">H. Tsuboi</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Haneda, K" sort="Haneda, K" uniqKey="Haneda K" first="K." last="Haneda">K. Haneda</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Harada, K" sort="Harada, K" uniqKey="Harada K" first="K." last="Harada">K. Harada</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
<author><name sortKey="Fukii, S" sort="Fukii, S" uniqKey="Fukii S" first="S." last="Fukii">S. Fukii</name>
<affiliation><wicri:noCountry>no FA14</wicri:noCountry>
</affiliation>
</author>
</analytic>
</biblStruct>
</sourceDesc>
</fileDesc>
<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Honshu</term>
<term>clay</term>
<term>excavations</term>
<term>finite element analysis</term>
<term>mechanical properties</term>
<term>overconsolidated materials</term>
<term>retaining walls</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Méthode élément fini</term>
<term>Excavation</term>
<term>Argile</term>
<term>Propriété mécanique</term>
<term>Matériau surconsolidé</term>
<term>Mur soutènement</term>
<term>Honshu</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">In recent years, the utilization of underground spaces has become a recognized necessity and deep excavations have been carried out extensively in urban areas. In such cases, it is important to elucidate the stabilization mechanism of the base ground of the excavation. Particularly in the case of ground consisting of a clay, some aspects of its mechanical behavior remain to be studied. This paper describes measurement of a deep shaft (12.6 m wide, 16.1 m long, 37.6 m deep) used for a shield tunnel in Osaka, Japan. The base ground of the excavation consists of an overconsolidated marine clay of OCR = 2. To exmaine the mechanism of this overconsolidated marine clay, its mechanical behaviour was measured. The mechanism was examined by comparing measured values with data derived from FEM analysis that was performed taking into account soil parameters obtained using a simplified stress condition (Lambe 1973)</div>
</front>
</TEI>
<inist><standard h6="B"><pA><fA08 i1="01" i2="1" l="ENG"><s1>Numerical analysis of deep excavation</s1>
</fA08>
<fA09 i1="01" i2="1" l="ENG"><s1>Numerical models in geomechanics</s1>
</fA09>
<fA11 i1="01" i2="1"><s1>TAMANO (T.)</s1>
</fA11>
<fA11 i1="02" i2="1"><s1>TSUBOI (H.)</s1>
</fA11>
<fA11 i1="03" i2="1"><s1>HANEDA (K.)</s1>
</fA11>
<fA11 i1="04" i2="1"><s1>HARADA (K.)</s1>
</fA11>
<fA11 i1="05" i2="1"><s1>FUKII (S.)</s1>
</fA11>
<fA12 i1="01" i2="1"><s1>PANDE (G.N.)</s1>
<s9>ed.</s9>
</fA12>
<fA12 i1="02" i2="1"><s1>PIETRUSZCZAK (S.)</s1>
<s9>ed.</s9>
</fA12>
<fA15 i1="01"><s1>University of Wales Swansea</s1>
<s3>GBR</s3>
<sZ>1 aut.</sZ>
</fA15>
<fA15 i1="02"><s1>McMaster University, Hamilton, Ontario</s1>
<s3>CAN</s3>
<sZ>2 aut.</sZ>
</fA15>
<fA20><s1>539-544</s1>
</fA20>
<fA21><s1>1995</s1>
</fA21>
<fA23 i1="01"><s0>ENG</s0>
</fA23>
<fA25 i1="01"><s1>A.A. Balkema</s1>
<s2>Rotterdam</s2>
</fA25>
<fA26 i1="01"><s0>90-5410-568-2</s0>
</fA26>
<fA30 i1="01" i2="1" l="ENG"><s1>NUMOG : International symposium numerical models in geomechanics</s1>
<s2>5</s2>
<s3>Davos CHE</s3>
<s4>1995-09-06</s4>
</fA30>
<fA43 i1="01"><s1>BRGM</s1>
<s2>L/14228</s2>
</fA43>
<fA44><s0>0200</s0>
</fA44>
<fA45><s0>9 ref.</s0>
</fA45>
<fA47 i1="01" i2="1"><s0>96-0467925</s0>
</fA47>
<fA60><s1>C</s1>
</fA60>
<fA61><s0>A</s0>
</fA61>
<fA66 i1="01"><s0>NLD</s0>
</fA66>
<fC01 i1="01" l="ENG"><s0>In recent years, the utilization of underground spaces has become a recognized necessity and deep excavations have been carried out extensively in urban areas. In such cases, it is important to elucidate the stabilization mechanism of the base ground of the excavation. Particularly in the case of ground consisting of a clay, some aspects of its mechanical behavior remain to be studied. This paper describes measurement of a deep shaft (12.6 m wide, 16.1 m long, 37.6 m deep) used for a shield tunnel in Osaka, Japan. The base ground of the excavation consists of an overconsolidated marine clay of OCR = 2. To exmaine the mechanism of this overconsolidated marine clay, its mechanical behaviour was measured. The mechanism was examined by comparing measured values with data derived from FEM analysis that was performed taking into account soil parameters obtained using a simplified stress condition (Lambe 1973)</s0>
</fC01>
<fC02 i1="01" i2="2"><s0>226B01</s0>
</fC02>
<fC02 i1="02" i2="X"><s0>001E01O01</s0>
</fC02>
<fC03 i1="01" i2="2" l="FRE"><s0>Méthode élément fini</s0>
</fC03>
<fC03 i1="01" i2="2" l="ENG"><s0>finite element analysis</s0>
</fC03>
<fC03 i1="01" i2="2" l="SPA"><s0>Método elemento finito</s0>
</fC03>
<fC03 i1="02" i2="2" l="FRE"><s0>Excavation</s0>
</fC03>
<fC03 i1="02" i2="2" l="ENG"><s0>excavations</s0>
</fC03>
<fC03 i1="02" i2="2" l="SPA"><s0>Excavación</s0>
</fC03>
<fC03 i1="03" i2="2" l="FRE"><s0>Argile</s0>
</fC03>
<fC03 i1="03" i2="2" l="ENG"><s0>clay</s0>
</fC03>
<fC03 i1="03" i2="2" l="SPA"><s0>Arcilla</s0>
</fC03>
<fC03 i1="04" i2="2" l="FRE"><s0>Propriété mécanique</s0>
</fC03>
<fC03 i1="04" i2="2" l="ENG"><s0>mechanical properties</s0>
</fC03>
<fC03 i1="04" i2="2" l="SPA"><s0>Propiedad mecánica</s0>
</fC03>
<fC03 i1="05" i2="2" l="FRE"><s0>Matériau surconsolidé</s0>
</fC03>
<fC03 i1="05" i2="2" l="ENG"><s0>overconsolidated materials</s0>
</fC03>
<fC03 i1="05" i2="2" l="SPA"><s0>Material sobreconsolidado</s0>
</fC03>
<fC03 i1="06" i2="2" l="FRE"><s0>Mur soutènement</s0>
</fC03>
<fC03 i1="06" i2="2" l="ENG"><s0>retaining walls</s0>
</fC03>
<fC03 i1="06" i2="2" l="SPA"><s0>Muro sostenimiento</s0>
</fC03>
<fC03 i1="07" i2="2" l="FRE"><s0>Honshu</s0>
<s2>NG</s2>
</fC03>
<fC03 i1="07" i2="2" l="ENG"><s0>Honshu</s0>
<s2>NG</s2>
</fC03>
<fC03 i1="07" i2="2" l="SPA"><s0>Honshu</s0>
<s2>NG</s2>
</fC03>
<fC06><s0>ILS</s0>
</fC06>
<fC07 i1="01" i2="2" l="FRE"><s0>Roche clastique meuble</s0>
</fC07>
<fC07 i1="01" i2="2" l="ENG"><s0>clastic sediments</s0>
</fC07>
<fC07 i1="01" i2="2" l="SPA"><s0>Sedimento clástico</s0>
</fC07>
<fC07 i1="02" i2="2" l="FRE"><s0>Roche sédimentaire</s0>
</fC07>
<fC07 i1="02" i2="2" l="ENG"><s0>sedimentary rocks</s0>
</fC07>
<fC07 i1="02" i2="2" l="SPA"><s0>Roca sedimentaria</s0>
</fC07>
<fC07 i1="03" i2="2" l="FRE"><s0>Japon</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="03" i2="2" l="ENG"><s0>Japan</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="03" i2="2" l="SPA"><s0>Japón</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="04" i2="2" l="FRE"><s0>Asie</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="04" i2="2" l="ENG"><s0>Asia</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="04" i2="2" l="SPA"><s0>Asia</s0>
<s2>NG</s2>
</fC07>
<fN21><s1>323</s1>
</fN21>
</pA>
</standard>
</inist>
</record>
Pour manipuler ce document sous Unix (Dilib)
EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/PascalFrancis/Curation
HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 000A12 | SxmlIndent | more
Ou
HfdSelect -h $EXPLOR_AREA/Data/PascalFrancis/Curation/biblio.hfd -nk 000A12 | SxmlIndent | more
Pour mettre un lien sur cette page dans le réseau Wicri
{{Explor lien |wiki= Ticri/CIDE |area= OcrV1 |flux= PascalFrancis |étape= Curation |type= RBID |clé= Pascal:96-0467925 |texte= Numerical analysis of deep excavation }}
This area was generated with Dilib version V0.6.32. |