OcrV1, PascalFrancis, Corpus, bibRecord, 000964

A method for correcting consolidation parameters for sample disturbance using volumetric strain

Identifieur interne : 000964 ( PascalFrancis/Corpus ); précédent : 000963; suivant : 000965

A method for correcting consolidation parameters for sample disturbance using volumetric strain

Auteurs : T. Shogaki

Source :

Soils and foundations [ 0038-0806 ] ; 1996.

RBID : Pascal:97-0120000

Descripteurs français

Pascal (Inist)
- Japon, Honshu, Hokkaïdo, Consolidation, Déformation sous contrainte, Compression, Plasticité, Matériau cohérent, Résistance cisaillement, Analyse statistique, Argile, Holocène.

English descriptors

KwdEn :
- Hokkaido, Holocene, Honshu, Japan, clay, cohesive materials, compression, consolidation, plasticity, shear strength, statistical analysis, strain.

Abstract

Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε_νo, at in-situ effective overburden pressure, σ'_νo, determined from the 24-hour-e - log σ'_ν curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε_νo value has a unique correlation with the plasticity index, I_p, σ'_νo overconsolidation ratio, OCR, and degree of sample disturbance. The ε_νo values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε_νo values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε_νovalue, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q_u, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'_p' compression index, C_c, e-log σ'_ν curve, and coefficient of consolidation, c_ν, values for the in-situ soil are proposed from the I_p and the measured values of ε_νo' σ'_p' C_c' and c_ν for disturbed samples in the standard oedometer test.

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A01	`01`	`1`		`@0 0038-0806`
A02	`01`			`@0 SOIFBE`
A03		`1`		`@0 Soils found.`
A05				`@2 36`
A06				`@2 3`
A08	`01`	`1`	`ENG`	`@1 A method for correcting consolidation parameters for sample disturbance using volumetric strain`
A11	`01`	`1`		`@1 SHOGAKI (T.)`
A14	`01`			`@1 Department of Civil Engineering, National Defense Academy @2 Hashirimizu, Yokosuka 239 @3 JPN @Z 1 aut.`
A20				`@1 123-131 @7 2`
A21				`@1 1996`
A23	`01`			`@0 ENG`
A43	`01`			`@1 INIST @2 19776 @5 354000061073050120`
A44				`@0 0000 @1 © 1997 INIST-CNRS. All rights reserved.`
A45				`@0 27 ref.`
A47	`01`	`1`		`@0 97-0120000`
A60				`@1 P`
A61				`@0 A`
A64	`01`	`1`		`@0 Soils and foundations`
A66	`01`			`@0 JPN`
C01	`01`		`ENG`	@0 Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε_νo, at in-situ effective overburden pressure, σ'_νo, determined from the 24-hour-e - log σ'_ν curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε_νo value has a unique correlation with the plasticity index, I_p, σ'_νo overconsolidation ratio, OCR, and degree of sample disturbance. The ε_νo values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε_νo values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε_νovalue, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q_u, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'_p' compression index, C_c, e-log σ'_ν curve, and coefficient of consolidation, c_ν, values for the in-situ soil are proposed from the I_p and the measured values of ε_νo' σ'_p' C_c' and c_ν for disturbed samples in the standard oedometer test.
C02	`01`	`2`		`@0 226B01`
C02	`02`	`X`		`@0 001E01O01`
C03	`01`	`2`	`FRE`	`@0 Japon @2 NG @5 01`
C03	`01`	`2`	`ENG`	`@0 Japan @2 NG @5 01`
C03	`01`	`2`	`SPA`	`@0 Japón @2 NG @5 01`
C03	`02`	`2`	`FRE`	`@0 Honshu @2 NG @5 02`
C03	`02`	`2`	`ENG`	`@0 Honshu @2 NG @5 02`
C03	`02`	`2`	`SPA`	`@0 Honshu @2 NG @5 02`
C03	`03`	`2`	`FRE`	`@0 Hokkaïdo @2 NG @5 03`
C03	`03`	`2`	`ENG`	`@0 Hokkaido @2 NG @5 03`
C03	`03`	`2`	`SPA`	`@0 Hokkaído @2 NG @5 03`
C03	`04`	`2`	`FRE`	`@0 Consolidation @5 06`
C03	`04`	`2`	`ENG`	`@0 consolidation @5 06`
C03	`04`	`2`	`SPA`	`@0 Consolidación @5 06`
C03	`05`	`2`	`FRE`	`@0 Déformation sous contrainte @5 07`
C03	`05`	`2`	`ENG`	`@0 strain @5 07`
C03	`05`	`2`	`SPA`	`@0 Deformación bajo tensión @5 07`
C03	`06`	`2`	`FRE`	`@0 Compression @5 08`
C03	`06`	`2`	`ENG`	`@0 compression @5 08`
C03	`06`	`2`	`SPA`	`@0 Compresión @5 08`
C03	`07`	`2`	`FRE`	`@0 Plasticité @5 11`
C03	`07`	`2`	`ENG`	`@0 plasticity @5 11`
C03	`07`	`2`	`SPA`	`@0 Plasticidad @5 11`
C03	`08`	`2`	`FRE`	`@0 Matériau cohérent @5 12`
C03	`08`	`2`	`ENG`	`@0 cohesive materials @5 12`
C03	`08`	`2`	`SPA`	`@0 Cohesión @5 12`
C03	`09`	`2`	`FRE`	`@0 Résistance cisaillement @5 13`
C03	`09`	`2`	`ENG`	`@0 shear strength @5 13`
C03	`09`	`2`	`SPA`	`@0 Resistencia cizallamiento @5 13`
C03	`10`	`2`	`FRE`	`@0 Analyse statistique @5 14`
C03	`10`	`2`	`ENG`	`@0 statistical analysis @5 14`
C03	`11`	`2`	`FRE`	`@0 Argile @2 NV @5 15`
C03	`11`	`2`	`ENG`	`@0 clay @2 NV @5 15`
C03	`11`	`2`	`SPA`	`@0 Arcilla @2 NV @5 15`
C03	`12`	`2`	`FRE`	`@0 Holocène @2 NX @5 16`
C03	`12`	`2`	`ENG`	`@0 Holocene @2 NX @5 16`
C03	`12`	`2`	`SPA`	`@0 Holoceno @2 NX @5 16`
C06				`@0 ILS @0 TAS`
C07	`01`	`2`	`FRE`	`@0 Extrême Orient @2 NG`
C07	`01`	`2`	`ENG`	`@0 Far East @2 NG`
C07	`01`	`2`	`SPA`	`@0 Extremo Oriente @2 NG`
C07	`02`	`2`	`FRE`	`@0 Asie`
C07	`02`	`2`	`ENG`	`@0 Asia`
C07	`02`	`2`	`SPA`	`@0 Asia`
C07	`03`	`2`	`FRE`	`@0 Roche clastique @2 NV`
C07	`03`	`2`	`ENG`	`@0 clastic rocks @2 NV`
C07	`03`	`2`	`SPA`	`@0 Roca clástica @2 NV`
C07	`04`	`2`	`FRE`	`@0 Roche sédimentaire`
C07	`04`	`2`	`ENG`	`@0 sedimentary rocks`
C07	`04`	`2`	`SPA`	`@0 Roca sedimentaria`
C07	`05`	`2`	`FRE`	`@0 Quaternaire sup @2 NX`
C07	`05`	`2`	`ENG`	`@0 upper Quaternary @2 NX`
C07	`05`	`2`	`SPA`	`@0 Cuaternario sup @2 NX`
C07	`06`	`2`	`FRE`	`@0 Quaternaire @2 NX`
C07	`06`	`2`	`ENG`	`@0 Quaternary @2 NX`
C07	`06`	`2`	`SPA`	`@0 Cuaternario @2 NX`
C07	`07`	`2`	`FRE`	`@0 Cénozoïque @2 NX`
C07	`07`	`2`	`ENG`	`@0 Cenozoic @2 NX`
C07	`07`	`2`	`SPA`	`@0 Cenozoico @2 NX`
C07	`08`	`2`	`FRE`	`@0 Phanérozoïque`
C07	`08`	`2`	`ENG`	`@0 Phanerozoic`
C07	`08`	`2`	`SPA`	`@0 Fanerozoico`
N21				`@1 048`

Format Inist (serveur)

NO :	PASCAL 97-0120000 INIST
ET :	A method for correcting consolidation parameters for sample disturbance using volumetric strain
AU :	SHOGAKI (T.)
AF :	Department of Civil Engineering, National Defense Academy/Hashirimizu, Yokosuka 239/Japon (1 aut.)
DT :	Publication en série; Niveau analytique
SO :	Soils and foundations; ISSN 0038-0806; Coden SOIFBE; Japon; Da. 1996; Vol. 36; No. 3; Pp. 123-131; Bibl. 27 ref.
LA :	Anglais
EA :	Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε_νo, at in-situ effective overburden pressure, σ'_νo, determined from the 24-hour-e - log σ'_ν curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε_νo value has a unique correlation with the plasticity index, I_p, σ'_νo overconsolidation ratio, OCR, and degree of sample disturbance. The ε_νo values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε_νo values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε_νovalue, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q_u, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'_p' compression index, C_c, e-log σ'_ν curve, and coefficient of consolidation, c_ν, values for the in-situ soil are proposed from the I_p and the measured values of ε_νo' σ'_p' C_c' and c_ν for disturbed samples in the standard oedometer test.
CC :	226B01; 001E01O01
FD :	Japon; Honshu; Hokkaïdo; Consolidation; Déformation sous contrainte; Compression; Plasticité; Matériau cohérent; Résistance cisaillement; Analyse statistique; Argile; Holocène
FG :	Extrême Orient; Asie; Roche clastique; Roche sédimentaire; Quaternaire sup; Quaternaire; Cénozoïque; Phanérozoïque
ED :	Japan; Honshu; Hokkaido; consolidation; strain; compression; plasticity; cohesive materials; shear strength; statistical analysis; clay; Holocene
EG :	Far East; Asia; clastic rocks; sedimentary rocks; upper Quaternary; Quaternary; Cenozoic; Phanerozoic
SD :	Japón; Honshu; Hokkaído; Consolidación; Deformación bajo tensión; Compresión; Plasticidad; Cohesión; Resistencia cizallamiento; Arcilla; Holoceno
LO :	INIST-19776.354000061073050120
ID :	97-0120000

Links to Exploration step

Pascal:97-0120000

Le document en format XML

<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">A method for correcting consolidation parameters for sample disturbance using volumetric strain</title>
<author><name sortKey="Shogaki, T" sort="Shogaki, T" uniqKey="Shogaki T" first="T." last="Shogaki">T. Shogaki</name>
<affiliation><inist:fA14 i1="01"><s1>Department of Civil Engineering, National Defense Academy</s1>
<s2>Hashirimizu, Yokosuka 239</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">97-0120000</idno>
<date when="1996">1996</date>
<idno type="stanalyst">PASCAL 97-0120000 INIST</idno>
<idno type="RBID">Pascal:97-0120000</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000964</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">A method for correcting consolidation parameters for sample disturbance using volumetric strain</title>
<author><name sortKey="Shogaki, T" sort="Shogaki, T" uniqKey="Shogaki T" first="T." last="Shogaki">T. Shogaki</name>
<affiliation><inist:fA14 i1="01"><s1>Department of Civil Engineering, National Defense Academy</s1>
<s2>Hashirimizu, Yokosuka 239</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
</inist:fA14>
</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="1996">1996</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>Hokkaido</term>
<term>Holocene</term>
<term>Honshu</term>
<term>Japan</term>
<term>clay</term>
<term>cohesive materials</term>
<term>compression</term>
<term>consolidation</term>
<term>plasticity</term>
<term>shear strength</term>
<term>statistical analysis</term>
<term>strain</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Japon</term>
<term>Honshu</term>
<term>Hokkaïdo</term>
<term>Consolidation</term>
<term>Déformation sous contrainte</term>
<term>Compression</term>
<term>Plasticité</term>
<term>Matériau cohérent</term>
<term>Résistance cisaillement</term>
<term>Analyse statistique</term>
<term>Argile</term>
<term>Holocène</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε<sub>νo</sub>
, at in-situ effective overburden pressure, σ'<sub>νo</sub>
, determined from the 24-hour-e - log σ'<sub>ν</sub>
 curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε<sub>νo</sub>
 value has a unique correlation with the plasticity index, I<sub>p</sub>
, σ'<sub>νo</sub>
 overconsolidation ratio, OCR, and degree of sample disturbance. The ε<sub>νo</sub>
 values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε<sub>νo</sub>
 values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε<sub>νo</sub>
value, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q<sub>u</sub>
, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'<sub>p'</sub>
 compression index, C<sub>c</sub>
, e-log σ'<sub>ν</sub>
 curve, and coefficient of consolidation, c<sub>ν</sub>
, values for the in-situ soil are proposed from the I<sub>p</sub>
 and the measured values of ε<sub>νo'</sub>
 σ'<sub>p'</sub>
 C<sub>c'</sub>
 and c<sub>ν</sub>
 for disturbed samples in the standard oedometer test.</div>
</front>
</TEI>
<inist><standard h6="B"><pA><fA01 i1="01" i2="1"><s0>0038-0806</s0>
</fA01>
<fA02 i1="01"><s0>SOIFBE</s0>
</fA02>
<fA03 i2="1"><s0>Soils found.</s0>
</fA03>
<fA05><s2>36</s2>
</fA05>
<fA06><s2>3</s2>
</fA06>
<fA08 i1="01" i2="1" l="ENG"><s1>A method for correcting consolidation parameters for sample disturbance using volumetric strain</s1>
</fA08>
<fA11 i1="01" i2="1"><s1>SHOGAKI (T.)</s1>
</fA11>
<fA14 i1="01"><s1>Department of Civil Engineering, National Defense Academy</s1>
<s2>Hashirimizu, Yokosuka 239</s2>
<s3>JPN</s3>
<sZ>1 aut.</sZ>
</fA14>
<fA20><s1>123-131</s1>
<s7>2</s7>
</fA20>
<fA21><s1>1996</s1>
</fA21>
<fA23 i1="01"><s0>ENG</s0>
</fA23>
<fA43 i1="01"><s1>INIST</s1>
<s2>19776</s2>
<s5>354000061073050120</s5>
</fA43>
<fA44><s0>0000</s0>
<s1>© 1997 INIST-CNRS. All rights reserved.</s1>
</fA44>
<fA45><s0>27 ref.</s0>
</fA45>
<fA47 i1="01" i2="1"><s0>97-0120000</s0>
</fA47>
<fA60><s1>P</s1>
</fA60>
<fA61><s0>A</s0>
</fA61>
<fA64 i1="01" i2="1"><s0>Soils and foundations</s0>
</fA64>
<fA66 i1="01"><s0>JPN</s0>
</fA66>
<fC01 i1="01" l="ENG"><s0>Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε<sub>νo</sub>
, at in-situ effective overburden pressure, σ'<sub>νo</sub>
, determined from the 24-hour-e - log σ'<sub>ν</sub>
 curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε<sub>νo</sub>
 value has a unique correlation with the plasticity index, I<sub>p</sub>
, σ'<sub>νo</sub>
 overconsolidation ratio, OCR, and degree of sample disturbance. The ε<sub>νo</sub>
 values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε<sub>νo</sub>
 values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε<sub>νo</sub>
value, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q<sub>u</sub>
, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'<sub>p'</sub>
 compression index, C<sub>c</sub>
, e-log σ'<sub>ν</sub>
 curve, and coefficient of consolidation, c<sub>ν</sub>
, values for the in-situ soil are proposed from the I<sub>p</sub>
 and the measured values of ε<sub>νo'</sub>
 σ'<sub>p'</sub>
 C<sub>c'</sub>
 and c<sub>ν</sub>
 for disturbed samples in the standard oedometer test.</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>Japon</s0>
<s2>NG</s2>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="2" l="ENG"><s0>Japan</s0>
<s2>NG</s2>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="2" l="SPA"><s0>Japón</s0>
<s2>NG</s2>
<s5>01</s5>
</fC03>
<fC03 i1="02" i2="2" l="FRE"><s0>Honshu</s0>
<s2>NG</s2>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="2" l="ENG"><s0>Honshu</s0>
<s2>NG</s2>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="2" l="SPA"><s0>Honshu</s0>
<s2>NG</s2>
<s5>02</s5>
</fC03>
<fC03 i1="03" i2="2" l="FRE"><s0>Hokkaïdo</s0>
<s2>NG</s2>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="2" l="ENG"><s0>Hokkaido</s0>
<s2>NG</s2>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="2" l="SPA"><s0>Hokkaído</s0>
<s2>NG</s2>
<s5>03</s5>
</fC03>
<fC03 i1="04" i2="2" l="FRE"><s0>Consolidation</s0>
<s5>06</s5>
</fC03>
<fC03 i1="04" i2="2" l="ENG"><s0>consolidation</s0>
<s5>06</s5>
</fC03>
<fC03 i1="04" i2="2" l="SPA"><s0>Consolidación</s0>
<s5>06</s5>
</fC03>
<fC03 i1="05" i2="2" l="FRE"><s0>Déformation sous contrainte</s0>
<s5>07</s5>
</fC03>
<fC03 i1="05" i2="2" l="ENG"><s0>strain</s0>
<s5>07</s5>
</fC03>
<fC03 i1="05" i2="2" l="SPA"><s0>Deformación bajo tensión</s0>
<s5>07</s5>
</fC03>
<fC03 i1="06" i2="2" l="FRE"><s0>Compression</s0>
<s5>08</s5>
</fC03>
<fC03 i1="06" i2="2" l="ENG"><s0>compression</s0>
<s5>08</s5>
</fC03>
<fC03 i1="06" i2="2" l="SPA"><s0>Compresión</s0>
<s5>08</s5>
</fC03>
<fC03 i1="07" i2="2" l="FRE"><s0>Plasticité</s0>
<s5>11</s5>
</fC03>
<fC03 i1="07" i2="2" l="ENG"><s0>plasticity</s0>
<s5>11</s5>
</fC03>
<fC03 i1="07" i2="2" l="SPA"><s0>Plasticidad</s0>
<s5>11</s5>
</fC03>
<fC03 i1="08" i2="2" l="FRE"><s0>Matériau cohérent</s0>
<s5>12</s5>
</fC03>
<fC03 i1="08" i2="2" l="ENG"><s0>cohesive materials</s0>
<s5>12</s5>
</fC03>
<fC03 i1="08" i2="2" l="SPA"><s0>Cohesión</s0>
<s5>12</s5>
</fC03>
<fC03 i1="09" i2="2" l="FRE"><s0>Résistance cisaillement</s0>
<s5>13</s5>
</fC03>
<fC03 i1="09" i2="2" l="ENG"><s0>shear strength</s0>
<s5>13</s5>
</fC03>
<fC03 i1="09" i2="2" l="SPA"><s0>Resistencia cizallamiento</s0>
<s5>13</s5>
</fC03>
<fC03 i1="10" i2="2" l="FRE"><s0>Analyse statistique</s0>
<s5>14</s5>
</fC03>
<fC03 i1="10" i2="2" l="ENG"><s0>statistical analysis</s0>
<s5>14</s5>
</fC03>
<fC03 i1="11" i2="2" l="FRE"><s0>Argile</s0>
<s2>NV</s2>
<s5>15</s5>
</fC03>
<fC03 i1="11" i2="2" l="ENG"><s0>clay</s0>
<s2>NV</s2>
<s5>15</s5>
</fC03>
<fC03 i1="11" i2="2" l="SPA"><s0>Arcilla</s0>
<s2>NV</s2>
<s5>15</s5>
</fC03>
<fC03 i1="12" i2="2" l="FRE"><s0>Holocène</s0>
<s2>NX</s2>
<s5>16</s5>
</fC03>
<fC03 i1="12" i2="2" l="ENG"><s0>Holocene</s0>
<s2>NX</s2>
<s5>16</s5>
</fC03>
<fC03 i1="12" i2="2" l="SPA"><s0>Holoceno</s0>
<s2>NX</s2>
<s5>16</s5>
</fC03>
<fC06><s0>ILS</s0>
<s0>TAS</s0>
</fC06>
<fC07 i1="01" i2="2" l="FRE"><s0>Extrême Orient</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="2" l="ENG"><s0>Far East</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="2" l="SPA"><s0>Extremo Oriente</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="2" l="FRE"><s0>Asie</s0>
</fC07>
<fC07 i1="02" i2="2" l="ENG"><s0>Asia</s0>
</fC07>
<fC07 i1="02" i2="2" l="SPA"><s0>Asia</s0>
</fC07>
<fC07 i1="03" i2="2" l="FRE"><s0>Roche clastique</s0>
<s2>NV</s2>
</fC07>
<fC07 i1="03" i2="2" l="ENG"><s0>clastic rocks</s0>
<s2>NV</s2>
</fC07>
<fC07 i1="03" i2="2" l="SPA"><s0>Roca clástica</s0>
<s2>NV</s2>
</fC07>
<fC07 i1="04" i2="2" l="FRE"><s0>Roche sédimentaire</s0>
</fC07>
<fC07 i1="04" i2="2" l="ENG"><s0>sedimentary rocks</s0>
</fC07>
<fC07 i1="04" i2="2" l="SPA"><s0>Roca sedimentaria</s0>
</fC07>
<fC07 i1="05" i2="2" l="FRE"><s0>Quaternaire sup</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="05" i2="2" l="ENG"><s0>upper Quaternary</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="05" i2="2" l="SPA"><s0>Cuaternario sup</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="06" i2="2" l="FRE"><s0>Quaternaire</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="06" i2="2" l="ENG"><s0>Quaternary</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="06" i2="2" l="SPA"><s0>Cuaternario</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="07" i2="2" l="FRE"><s0>Cénozoïque</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="07" i2="2" l="ENG"><s0>Cenozoic</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="07" i2="2" l="SPA"><s0>Cenozoico</s0>
<s2>NX</s2>
</fC07>
<fC07 i1="08" i2="2" l="FRE"><s0>Phanérozoïque</s0>
</fC07>
<fC07 i1="08" i2="2" l="ENG"><s0>Phanerozoic</s0>
</fC07>
<fC07 i1="08" i2="2" l="SPA"><s0>Fanerozoico</s0>
</fC07>
<fN21><s1>048</s1>
</fN21>
</pA>
</standard>
<server><NO>PASCAL 97-0120000 INIST</NO>
<ET>A method for correcting consolidation parameters for sample disturbance using volumetric strain</ET>
<AU>SHOGAKI (T.)</AU>
<AF>Department of Civil Engineering, National Defense Academy/Hashirimizu, Yokosuka 239/Japon (1 aut.)</AF>
<DT>Publication en série; Niveau analytique</DT>
<SO>Soils and foundations; ISSN 0038-0806; Coden SOIFBE; Japon; Da. 1996; Vol. 36; No. 3; Pp. 123-131; Bibl. 27 ref.</SO>
<LA>Anglais</LA>
<EA>Sample disturbance was investigated in terms of the volumetric strain of an oedometer specimen, ε<sub>νo</sub>
, at in-situ effective overburden pressure, σ'<sub>νo</sub>
, determined from the 24-hour-e - log σ'<sub>ν</sub>
 curve. Unconfined compression and oedometer tests were performed on samples of natural deposits from ten different sites in Japan. The ε<sub>νo</sub>
 value has a unique correlation with the plasticity index, I<sub>p</sub>
, σ'<sub>νo</sub>
 overconsolidation ratio, OCR, and degree of sample disturbance. The ε<sub>νo</sub>
 values of the in-situ sample before intentional disturbance in the laboratory were in the range of 0.85% to 7.02%, and the average was 3.80%. The ε<sub>νo</sub>
 values of the completely remolded sample were in the range of 7.52% to 23.07% and the average was 15.75%. The ε<sub>νo</sub>
value, resulting from intentional sample disturbance in the laboratory, is given as a function of the ratio of unconfined compressive strength, q<sub>u</sub>
, of sample disturbed in the laboratory to that of the in-situ sample. A procedure for obtaining values of strength and consolidation parameters of an in-situ soil, and a method for estimating the preconsolidation pressure, σ'<sub>p'</sub>
 compression index, C<sub>c</sub>
, e-log σ'<sub>ν</sub>
 curve, and coefficient of consolidation, c<sub>ν</sub>
, values for the in-situ soil are proposed from the I<sub>p</sub>
 and the measured values of ε<sub>νo'</sub>
 σ'<sub>p'</sub>
 C<sub>c'</sub>
 and c<sub>ν</sub>
 for disturbed samples in the standard oedometer test.</EA>
<CC>226B01; 001E01O01</CC>
<FD>Japon; Honshu; Hokkaïdo; Consolidation; Déformation sous contrainte; Compression; Plasticité; Matériau cohérent; Résistance cisaillement; Analyse statistique; Argile; Holocène</FD>
<FG>Extrême Orient; Asie; Roche clastique; Roche sédimentaire; Quaternaire sup; Quaternaire; Cénozoïque; Phanérozoïque</FG>
<ED>Japan; Honshu; Hokkaido; consolidation; strain; compression; plasticity; cohesive materials; shear strength; statistical analysis; clay; Holocene</ED>
<EG>Far East; Asia; clastic rocks; sedimentary rocks; upper Quaternary; Quaternary; Cenozoic; Phanerozoic</EG>
<SD>Japón; Honshu; Hokkaído; Consolidación; Deformación bajo tensión; Compresión; Plasticidad; Cohesión; Resistencia cizallamiento; Arcilla; Holoceno</SD>
<LO>INIST-19776.354000061073050120</LO>
<ID>97-0120000</ID>
</server>
</inist>
</record>

Pour manipuler ce document sous Unix (Dilib)

EXPLOR_STEP=$WICRI_ROOT/Ticri/CIDE/explor/OcrV1/Data/PascalFrancis/Corpus

HfdSelect -h $EXPLOR_STEP/biblio.hfd -nk 000964 | SxmlIndent | more

HfdSelect -h $EXPLOR_AREA/Data/PascalFrancis/Corpus/biblio.hfd -nk 000964 | SxmlIndent | more

Pour mettre un lien sur cette page dans le réseau Wicri

{{Explor lien
   |wiki=    Ticri/CIDE
   |area=    OcrV1
   |flux=    PascalFrancis
   |étape=   Corpus
   |type=    RBID
   |clé=     Pascal:97-0120000
   |texte=   A method for correcting consolidation parameters for sample disturbance using volumetric strain
}}

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

A method for correcting consolidation parameters for sample disturbance using volumetric strain

A method for correcting consolidation parameters for sample disturbance using volumetric strain

Source :

Descripteurs français

English descriptors

Abstract

Notice en format standard (ISO 2709)

Format Inist (serveur)

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