OcrV1, PascalFrancis, Corpus, bibRecord, 000717

Observed behavior of reconstituted clay along stress paths typical of excavations

Identifieur interne : 000717 ( PascalFrancis/Corpus ); précédent : 000716; suivant : 000718

Observed behavior of reconstituted clay along stress paths typical of excavations

Auteurs : A. Amorosi ; L. Callisto ; S. Rampello

Source :

RBID : Pascal:01-0252326

Descripteurs français

Pascal (Inist)
- Argile raide, Matériau surconsolidé, Excavation, Contrainte, Déformation sous contrainte, Module cisaillement, Latium, Argile Vallerica.

English descriptors

KwdEn :
- Latium Italy, excavations, overconsolidated materials, shear modulus, stiff clays, strain, stress.

Abstract

The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K₀ conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed

Notice en format standard (ISO 2709)

Pour connaître la documentation sur le format Inist Standard.

A05				`@2 1`
A08	`01`	`1`	`ENG`	`@1 Observed behavior of reconstituted clay along stress paths typical of excavations`
A09	`01`	`1`	`ENG`	`@1 Pre-failure deformation characteristics of geomaterials`
A11	`01`	`1`		`@1 AMOROSI (A.)`
A11	`02`	`1`		`@1 CALLISTO (L.)`
A11	`03`	`1`		`@1 RAMPELLO (S.)`
A12	`01`	`1`		`@1 JAMIOLKOWSKI (Michele) @9 ed.`
A14	`01`			`@1 University of Rome 'La Sapienza' @3 ITA @Z 1 aut. @Z 2 aut.`
A14	`02`			`@1 University of Messina @3 ITA @Z 3 aut.`
A15	`01`			`@1 Department of Structural and geotechnical Engineering, Politecnico di Torino @3 ITA @Z 1 aut.`
A18	`01`	`1`		`@1 International Society for Soil Mechanics and Geotechnical Engineering - ISSMGE @3 INC @9 patr.`
A20				`@1 35-42 @7 4`
A21				`@1 1999`
A23	`01`			`@0 ENG`
A25	`01`			`@1 A.A. Balkema @2 Rotterdam`
A26	`01`			`@0 90-5809-076-0`
A30	`01`	`1`	`ENG`	`@1 International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99 @2 2 @3 Torino ITA @4 1999-09-28`
A43	`01`			`@1 BRGM @2 L/14889`
A44				`@0 0200`
A45				`@0 15 ref.`
A47	`01`	`1`		`@0 01-0252326`
A60				`@1 C`
A61				`@0 A`
A66	`01`			`@0 NLD`
C01	`01`		`ENG`	@0 The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K₀ conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed
C02	`01`	`2`		`@0 226B01`
C02	`02`	`X`		`@0 001E01O01`
C03	`01`	`2`	`FRE`	`@0 Argile raide`
C03	`01`	`2`	`ENG`	`@0 stiff clays`
C03	`01`	`2`	`SPA`	`@0 Arcilla tenaz`
C03	`02`	`2`	`FRE`	`@0 Matériau surconsolidé`
C03	`02`	`2`	`ENG`	`@0 overconsolidated materials`
C03	`02`	`2`	`SPA`	`@0 Material sobreconsolidado`
C03	`03`	`2`	`FRE`	`@0 Excavation`
C03	`03`	`2`	`ENG`	`@0 excavations`
C03	`03`	`2`	`SPA`	`@0 Excavación`
C03	`04`	`2`	`FRE`	`@0 Contrainte`
C03	`04`	`2`	`ENG`	`@0 stress`
C03	`04`	`2`	`SPA`	`@0 Coacción`
C03	`05`	`2`	`FRE`	`@0 Déformation sous contrainte`
C03	`05`	`2`	`ENG`	`@0 strain`
C03	`05`	`2`	`SPA`	`@0 Deformación bajo tensión`
C03	`06`	`2`	`FRE`	`@0 Module cisaillement`
C03	`06`	`2`	`ENG`	`@0 shear modulus`
C03	`06`	`2`	`SPA`	`@0 Módulo cizalladura Coulomb`
C03	`07`	`2`	`FRE`	`@0 Latium @2 NG`
C03	`07`	`2`	`ENG`	`@0 Latium Italy @2 NG`
C03	`07`	`2`	`SPA`	`@0 Lacio @2 NG`
C03	`08`	`2`	`FRE`	`@0 Argile Vallerica @4 INC`
C06				`@0 TAS @0 ILS`
C07	`01`	`2`	`FRE`	`@0 Italie @2 NG`
C07	`01`	`2`	`ENG`	`@0 Italy @2 NG`
C07	`01`	`2`	`SPA`	`@0 Italia @2 NG`
C07	`02`	`2`	`FRE`	`@0 Europe Sud @2 NG`
C07	`02`	`2`	`ENG`	`@0 Southern Europe @2 NG`
C07	`02`	`2`	`SPA`	`@0 Europa Sur @2 NG`
C07	`03`	`2`	`FRE`	`@0 Europe`
C07	`03`	`2`	`ENG`	`@0 Europe`
C07	`03`	`2`	`SPA`	`@0 Europa`
N21				`@1 176`

Format Inist (serveur)

NO :	PASCAL 01-0252326 BRGM
ET :	Observed behavior of reconstituted clay along stress paths typical of excavations
AU :	AMOROSI (A.); CALLISTO (L.); RAMPELLO (S.); JAMIOLKOWSKI (Michele)
AF :	University of Rome 'La Sapienza'/Italie (1 aut., 2 aut.); University of Messina/Italie (3 aut.); Department of Structural and geotechnical Engineering, Politecnico di Torino/Italie (1 aut.)
DT :	Congrès; Niveau analytique
SO :	International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99/2/1999-09-28/Torino ITA; Pays-Bas; Rotterdam: A.A. Balkema; Da. 1999; Pp. 35-42; ISBN 90-5809-076-0
LA :	Anglais
EA :	The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K₀ conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed
CC :	226B01; 001E01O01
FD :	Argile raide; Matériau surconsolidé; Excavation; Contrainte; Déformation sous contrainte; Module cisaillement; Latium; Argile Vallerica
FG :	Italie; Europe Sud; Europe
ED :	stiff clays; overconsolidated materials; excavations; stress; strain; shear modulus; Latium Italy
EG :	Italy; Southern Europe; Europe
SD :	Arcilla tenaz; Material sobreconsolidado; Excavación; Coacción; Deformación bajo tensión; Módulo cizalladura Coulomb; Lacio
LO :	BRGM-L/14889
ID :	01-0252326

Links to Exploration step

Pascal:01-0252326

Le document en format XML

<record><TEI><teiHeader><fileDesc><titleStmt><title xml:lang="en" level="a">Observed behavior of reconstituted clay along stress paths typical of excavations</title>
<author><name sortKey="Amorosi, A" sort="Amorosi, A" uniqKey="Amorosi A" first="A." last="Amorosi">A. Amorosi</name>
<affiliation><inist:fA14 i1="01"><s1>University of Rome 'La Sapienza'</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Callisto, L" sort="Callisto, L" uniqKey="Callisto L" first="L." last="Callisto">L. Callisto</name>
<affiliation><inist:fA14 i1="01"><s1>University of Rome 'La Sapienza'</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Rampello, S" sort="Rampello, S" uniqKey="Rampello S" first="S." last="Rampello">S. Rampello</name>
<affiliation><inist:fA14 i1="02"><s1>University of Messina</s1>
<s3>ITA</s3>
<sZ>3 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</titleStmt>
<publicationStmt><idno type="wicri:source">INIST</idno>
<idno type="inist">01-0252326</idno>
<date when="1999">1999</date>
<idno type="stanalyst">PASCAL 01-0252326 BRGM</idno>
<idno type="RBID">Pascal:01-0252326</idno>
<idno type="wicri:Area/PascalFrancis/Corpus">000717</idno>
</publicationStmt>
<sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Observed behavior of reconstituted clay along stress paths typical of excavations</title>
<author><name sortKey="Amorosi, A" sort="Amorosi, A" uniqKey="Amorosi A" first="A." last="Amorosi">A. Amorosi</name>
<affiliation><inist:fA14 i1="01"><s1>University of Rome 'La Sapienza'</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Callisto, L" sort="Callisto, L" uniqKey="Callisto L" first="L." last="Callisto">L. Callisto</name>
<affiliation><inist:fA14 i1="01"><s1>University of Rome 'La Sapienza'</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
<author><name sortKey="Rampello, S" sort="Rampello, S" uniqKey="Rampello S" first="S." last="Rampello">S. Rampello</name>
<affiliation><inist:fA14 i1="02"><s1>University of Messina</s1>
<s3>ITA</s3>
<sZ>3 aut.</sZ>
</inist:fA14>
</affiliation>
</author>
</analytic>
</biblStruct>
</sourceDesc>
</fileDesc>
<profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Latium Italy</term>
<term>excavations</term>
<term>overconsolidated materials</term>
<term>shear modulus</term>
<term>stiff clays</term>
<term>strain</term>
<term>stress</term>
</keywords>
<keywords scheme="Pascal" xml:lang="fr"><term>Argile raide</term>
<term>Matériau surconsolidé</term>
<term>Excavation</term>
<term>Contrainte</term>
<term>Déformation sous contrainte</term>
<term>Module cisaillement</term>
<term>Latium</term>
<term>Argile Vallerica</term>
</keywords>
</textClass>
</profileDesc>
</teiHeader>
<front><div type="abstract" xml:lang="en">The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K<sub>0</sub>
 conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed</div>
</front>
</TEI>
<inist><standard h6="B"><pA><fA05><s2>1</s2>
</fA05>
<fA08 i1="01" i2="1" l="ENG"><s1>Observed behavior of reconstituted clay along stress paths typical of excavations</s1>
</fA08>
<fA09 i1="01" i2="1" l="ENG"><s1>Pre-failure deformation characteristics of geomaterials</s1>
</fA09>
<fA11 i1="01" i2="1"><s1>AMOROSI (A.)</s1>
</fA11>
<fA11 i1="02" i2="1"><s1>CALLISTO (L.)</s1>
</fA11>
<fA11 i1="03" i2="1"><s1>RAMPELLO (S.)</s1>
</fA11>
<fA12 i1="01" i2="1"><s1>JAMIOLKOWSKI (Michele)</s1>
<s9>ed.</s9>
</fA12>
<fA14 i1="01"><s1>University of Rome 'La Sapienza'</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</fA14>
<fA14 i1="02"><s1>University of Messina</s1>
<s3>ITA</s3>
<sZ>3 aut.</sZ>
</fA14>
<fA15 i1="01"><s1>Department of Structural and geotechnical Engineering, Politecnico di Torino</s1>
<s3>ITA</s3>
<sZ>1 aut.</sZ>
</fA15>
<fA18 i1="01" i2="1"><s1>International Society for Soil Mechanics and Geotechnical Engineering - ISSMGE</s1>
<s3>INC</s3>
<s9>patr.</s9>
</fA18>
<fA20><s1>35-42</s1>
<s7>4</s7>
</fA20>
<fA21><s1>1999</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>90-5809-076-0</s0>
</fA26>
<fA30 i1="01" i2="1" l="ENG"><s1>International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99</s1>
<s2>2</s2>
<s3>Torino ITA</s3>
<s4>1999-09-28</s4>
</fA30>
<fA43 i1="01"><s1>BRGM</s1>
<s2>L/14889</s2>
</fA43>
<fA44><s0>0200</s0>
</fA44>
<fA45><s0>15 ref.</s0>
</fA45>
<fA47 i1="01" i2="1"><s0>01-0252326</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>The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K<sub>0</sub>
 conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed</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>Argile raide</s0>
</fC03>
<fC03 i1="01" i2="2" l="ENG"><s0>stiff clays</s0>
</fC03>
<fC03 i1="01" i2="2" l="SPA"><s0>Arcilla tenaz</s0>
</fC03>
<fC03 i1="02" i2="2" l="FRE"><s0>Matériau surconsolidé</s0>
</fC03>
<fC03 i1="02" i2="2" l="ENG"><s0>overconsolidated materials</s0>
</fC03>
<fC03 i1="02" i2="2" l="SPA"><s0>Material sobreconsolidado</s0>
</fC03>
<fC03 i1="03" i2="2" l="FRE"><s0>Excavation</s0>
</fC03>
<fC03 i1="03" i2="2" l="ENG"><s0>excavations</s0>
</fC03>
<fC03 i1="03" i2="2" l="SPA"><s0>Excavación</s0>
</fC03>
<fC03 i1="04" i2="2" l="FRE"><s0>Contrainte</s0>
</fC03>
<fC03 i1="04" i2="2" l="ENG"><s0>stress</s0>
</fC03>
<fC03 i1="04" i2="2" l="SPA"><s0>Coacción</s0>
</fC03>
<fC03 i1="05" i2="2" l="FRE"><s0>Déformation sous contrainte</s0>
</fC03>
<fC03 i1="05" i2="2" l="ENG"><s0>strain</s0>
</fC03>
<fC03 i1="05" i2="2" l="SPA"><s0>Deformación bajo tensión</s0>
</fC03>
<fC03 i1="06" i2="2" l="FRE"><s0>Module cisaillement</s0>
</fC03>
<fC03 i1="06" i2="2" l="ENG"><s0>shear modulus</s0>
</fC03>
<fC03 i1="06" i2="2" l="SPA"><s0>Módulo cizalladura Coulomb</s0>
</fC03>
<fC03 i1="07" i2="2" l="FRE"><s0>Latium</s0>
<s2>NG</s2>
</fC03>
<fC03 i1="07" i2="2" l="ENG"><s0>Latium Italy</s0>
<s2>NG</s2>
</fC03>
<fC03 i1="07" i2="2" l="SPA"><s0>Lacio</s0>
<s2>NG</s2>
</fC03>
<fC03 i1="08" i2="2" l="FRE"><s0>Argile Vallerica</s0>
<s4>INC</s4>
</fC03>
<fC06><s0>TAS</s0>
<s0>ILS</s0>
</fC06>
<fC07 i1="01" i2="2" l="FRE"><s0>Italie</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="2" l="ENG"><s0>Italy</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="01" i2="2" l="SPA"><s0>Italia</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="2" l="FRE"><s0>Europe Sud</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="2" l="ENG"><s0>Southern Europe</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="02" i2="2" l="SPA"><s0>Europa Sur</s0>
<s2>NG</s2>
</fC07>
<fC07 i1="03" i2="2" l="FRE"><s0>Europe</s0>
</fC07>
<fC07 i1="03" i2="2" l="ENG"><s0>Europe</s0>
</fC07>
<fC07 i1="03" i2="2" l="SPA"><s0>Europa</s0>
</fC07>
<fN21><s1>176</s1>
</fN21>
</pA>
</standard>
<server><NO>PASCAL 01-0252326 BRGM</NO>
<ET>Observed behavior of reconstituted clay along stress paths typical of excavations</ET>
<AU>AMOROSI (A.); CALLISTO (L.); RAMPELLO (S.); JAMIOLKOWSKI (Michele)</AU>
<AF>University of Rome 'La Sapienza'/Italie (1 aut., 2 aut.); University of Messina/Italie (3 aut.); Department of Structural and geotechnical Engineering, Politecnico di Torino/Italie (1 aut.)</AF>
<DT>Congrès; Niveau analytique</DT>
<SO>International symposium on pre-failure deformation characteristics of geomaterials - IS Torino 99/2/1999-09-28/Torino ITA; Pays-Bas; Rotterdam: A.A. Balkema; Da. 1999; Pp. 35-42; ISBN 90-5809-076-0</SO>
<LA>Anglais</LA>
<EA>The paper presents experimental results from a laboratory investigation on reconstituted samples of a stiff and overconsolidated clay. The experimental programme was carried out using stress path triaxial cells to investigate the mechanical behaviour of the soil when subjected to stress paths typical of excavations. Samples were compressed along continuous drained paths under approximately K<sub>0</sub>
 conditions to different values of the maximum effective stress and overconsolidation ratio OCR. After compression to the desired values of OCR pairs of samples were sheared along two different drained stress paths: compression with decreasing horizontal effective stress under constant vertical effective stress, and extension with decreasing vertical effective stress under constant horizontal effective stress. For OCR = 3, undrained compression and extension tests were also carried out. In the interpretation of experimental results, the effect of the direction of the stress paths on the shear stiffness is evaluated and distinguished from the influence of the previous stress history. The observed stress dilatancy and mobilisation of the shear strength are also discussed</EA>
<CC>226B01; 001E01O01</CC>
<FD>Argile raide; Matériau surconsolidé; Excavation; Contrainte; Déformation sous contrainte; Module cisaillement; Latium; Argile Vallerica</FD>
<FG>Italie; Europe Sud; Europe</FG>
<ED>stiff clays; overconsolidated materials; excavations; stress; strain; shear modulus; Latium Italy</ED>
<EG>Italy; Southern Europe; Europe</EG>
<SD>Arcilla tenaz; Material sobreconsolidado; Excavación; Coacción; Deformación bajo tensión; Módulo cizalladura Coulomb; Lacio</SD>
<LO>BRGM-L/14889</LO>
<ID>01-0252326</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 000717 | SxmlIndent | more

HfdSelect -h $EXPLOR_AREA/Data/PascalFrancis/Corpus/biblio.hfd -nk 000717 | 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:01-0252326
   |texte=   Observed behavior of reconstituted clay along stress paths typical of excavations
}}

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

Observed behavior of reconstituted clay along stress paths typical of excavations

Observed behavior of reconstituted clay along stress paths typical of excavations

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