Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting
Identifieur interne :
000394 ( PascalFrancis/Curation );
précédent :
000393;
suivant :
000395
Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting
Auteurs : E. E. Alonso [
Espagne] ;
E. Romero [
Espagne] ;
C. Hoffinann [
Espagne] ;
E. Garcia-Escudero [
Espagne]
Source :
-
Engineering geology [ 0013-7952 ] ; 2005.
RBID : Pascal:06-0236290
Descripteurs français
- Pascal (Inist)
- Essai sol,
Congrès international,
Décharge déchet,
Déchet radioactif,
Bentonite,
Sable,
Sol expansif,
Etude expérimentale,
Succion,
Séchage,
Mouillage,
Retrait,
Etude théorique,
Etude comparative.
- Wicri :
English descriptors
- KwdEn :
- Bentonite,
Comparative study,
Drying,
Expansive soil,
Experimental study,
International conference,
Radioactive waste,
Sand,
Shrinkage,
Soil test,
Suction,
Theoretical study,
Waste dumping,
Wetting.
Abstract
Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop swelling and shrinkage deformations, which give rise to the accumulation of compression or expansion strains during suction cycles. Experimental studies were undertaken using oedometer tests on an artificially prepared bentonite-sand mixture (80% bentonite by dry mass). In order to study these processes and to identify the most important features controlling soil behaviour, several wetting-drying cycles with suctions ranging between 130 and 4 MPa were applied using vapour equilibrium technique and covering a wide range of over-consolidation ratios (OCR). The tested samples showed cumulative shrinkage strains along the successive cycles, which became more significant at increasing vertical net stresses (low OCR values). However, no accumulation of expansion strains was detected at elevated OCR values. Test results were interpreted and predicted within the context of an elastoplastic model proposed by Alonso et al., 1999, [Alonso, E.E., Vaunat, J., Gens, A., (1999). Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54, 173-183.] which takes into account the accumulation of strains. A good correspondence between measured soil response and model predictions was observed. The paper also presents the methodology to derive the constitutive parameters.
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| A06 | | | | @2 3 |
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| A08 | 01 | 1 | ENG | @1 Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting |
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| A09 | 01 | 1 | ENG | @1 Issues in nuclear waste isolation research |
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| A11 | 01 | 1 | | @1 ALONSO (E. E.) |
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| A11 | 02 | 1 | | @1 ROMERO (E.) |
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| A11 | 03 | 1 | | @1 HOFFINANN (C.) |
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| A11 | 04 | 1 | | @1 GARCIA-ESCUDERO (E.) |
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| A12 | 01 | 1 | | @1 DELAGE (Pierre) @9 ed. |
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| A12 | 02 | 1 | | @1 YU JUN CUI @9 ed. |
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| A14 | 01 | | | @1 Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2 @2 08034 Barcelona @3 ESP @Z 1 aut. @Z 2 aut. @Z 3 aut. @Z 4 aut. |
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| A15 | 01 | | | @1 Ecole des Ponts (ENPC), Paris, 6-8 Av. B. Pascal @2 77455 Marne la Vallée @3 FRA @Z 1 aut. @Z 2 aut. |
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| A20 | | | | @1 213-226 |
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| A21 | | | | @1 2005 |
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| A23 | 01 | | | @0 ENG |
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| A43 | 01 | | | @1 INIST @2 12460 @5 354000135509840020 |
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| A44 | | | | @0 0000 @1 © 2006 INIST-CNRS. All rights reserved. |
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| A45 | | | | @0 15 ref. |
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| A47 | 01 | 1 | | @0 06-0236290 |
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| A60 | | | | @1 P @2 C |
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| A61 | | | | @0 A |
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| A64 | 01 | 1 | | @0 Engineering geology |
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| A66 | 01 | | | @0 NLD |
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| C01 | 01 | | ENG | @0 Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop swelling and shrinkage deformations, which give rise to the accumulation of compression or expansion strains during suction cycles. Experimental studies were undertaken using oedometer tests on an artificially prepared bentonite-sand mixture (80% bentonite by dry mass). In order to study these processes and to identify the most important features controlling soil behaviour, several wetting-drying cycles with suctions ranging between 130 and 4 MPa were applied using vapour equilibrium technique and covering a wide range of over-consolidation ratios (OCR). The tested samples showed cumulative shrinkage strains along the successive cycles, which became more significant at increasing vertical net stresses (low OCR values). However, no accumulation of expansion strains was detected at elevated OCR values. Test results were interpreted and predicted within the context of an elastoplastic model proposed by Alonso et al., 1999, [Alonso, E.E., Vaunat, J., Gens, A., (1999). Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54, 173-183.] which takes into account the accumulation of strains. A good correspondence between measured soil response and model predictions was observed. The paper also presents the methodology to derive the constitutive parameters. |
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| C02 | 04 | X | | @0 295 |
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| C03 | 01 | X | FRE | @0 Essai sol @5 01 |
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| C03 | 01 | X | ENG | @0 Soil test @5 01 |
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| C03 | 01 | X | SPA | @0 Ensayo suelo @5 01 |
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| C03 | 02 | X | FRE | @0 Congrès international @5 02 |
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| C03 | 02 | X | ENG | @0 International conference @5 02 |
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| C03 | 02 | X | SPA | @0 Congreso internacional @5 02 |
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| C03 | 03 | X | FRE | @0 Décharge déchet @5 03 |
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| C03 | 03 | X | ENG | @0 Waste dumping @5 03 |
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| C03 | 04 | X | FRE | @0 Déchet radioactif @5 04 |
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| C03 | 04 | X | ENG | @0 Radioactive waste @5 04 |
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| C03 | 04 | X | SPA | @0 Residuos radioactivos @5 04 |
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| C03 | 05 | X | FRE | @0 Bentonite @5 05 |
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| C03 | 05 | X | ENG | @0 Bentonite @5 05 |
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| C03 | 05 | X | SPA | @0 Bentonita @5 05 |
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| C03 | 06 | X | FRE | @0 Sable @5 06 |
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| C03 | 06 | X | ENG | @0 Sand @5 06 |
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| C03 | 06 | X | SPA | @0 Arena @5 06 |
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| C03 | 07 | X | FRE | @0 Sol expansif @2 NT @5 07 |
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| C03 | 07 | X | ENG | @0 Expansive soil @2 NT @5 07 |
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| C03 | 07 | X | SPA | @0 Suelo expansivo @2 NT @5 07 |
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| C03 | 08 | X | FRE | @0 Etude expérimentale @5 08 |
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| C03 | 08 | X | ENG | @0 Experimental study @5 08 |
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| C03 | 08 | X | SPA | @0 Estudio experimental @5 08 |
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| C03 | 09 | X | FRE | @0 Succion @5 09 |
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| C03 | 09 | X | ENG | @0 Suction @5 09 |
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| C03 | 09 | X | SPA | @0 Succión @5 09 |
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| C03 | 10 | X | FRE | @0 Séchage @5 10 |
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| C03 | 10 | X | ENG | @0 Drying @5 10 |
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| C03 | 10 | X | SPA | @0 Secado @5 10 |
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| C03 | 11 | X | FRE | @0 Mouillage @5 11 |
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| C03 | 11 | X | ENG | @0 Wetting @5 11 |
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| C03 | 11 | X | SPA | @0 Remojo @5 11 |
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| C03 | 12 | X | FRE | @0 Retrait @5 12 |
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| C03 | 12 | X | ENG | @0 Shrinkage @5 12 |
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| C03 | 12 | X | SPA | @0 Retiro @5 12 |
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| C03 | 13 | X | FRE | @0 Etude théorique @5 13 |
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| C03 | 13 | X | ENG | @0 Theoretical study @5 13 |
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| C03 | 13 | X | SPA | @0 Estudio teórico @5 13 |
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| C03 | 14 | X | FRE | @0 Etude comparative @5 14 |
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| C03 | 14 | X | ENG | @0 Comparative study @5 14 |
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| C03 | 14 | X | SPA | @0 Estudio comparativo @5 14 |
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| N21 | | | | @1 149 |
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| N44 | 01 | | | @1 PSI |
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| N82 | | | | @1 PSI |
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|
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| pR |
| A30 | 01 | 1 | ENG | @1 International Workshop on Key Issues in Waste Isolation Research @2 6 @3 Paris FRA @4 2000 |
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Le document en format XML
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<author><name sortKey="Alonso, E E" sort="Alonso, E E" uniqKey="Alonso E" first="E. E." last="Alonso">E. E. Alonso</name>
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<s2>08034 Barcelona</s2>
<s3>ESP</s3>
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<s2>08034 Barcelona</s2>
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</publicationStmt><sourceDesc><biblStruct><analytic><title xml:lang="en" level="a">Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting</title>
<author><name sortKey="Alonso, E E" sort="Alonso, E E" uniqKey="Alonso E" first="E. E." last="Alonso">E. E. Alonso</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2</s1>
<s2>08034 Barcelona</s2>
<s3>ESP</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
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</affiliation><author><name sortKey="Romero, E" sort="Romero, E" uniqKey="Romero E" first="E." last="Romero">E. Romero</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2</s1>
<s2>08034 Barcelona</s2>
<s3>ESP</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14><country>Espagne</country>
</affiliation><author><name sortKey="Hoffinann, C" sort="Hoffinann, C" uniqKey="Hoffinann C" first="C." last="Hoffinann">C. Hoffinann</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2</s1>
<s2>08034 Barcelona</s2>
<s3>ESP</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14><country>Espagne</country>
</affiliation><author><name sortKey="Garcia Escudero, E" sort="Garcia Escudero, E" uniqKey="Garcia Escudero E" first="E." last="Garcia-Escudero">E. Garcia-Escudero</name>
<affiliation wicri:level="1"><inist:fA14 i1="01"><s1>Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2</s1>
<s2>08034 Barcelona</s2>
<s3>ESP</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</inist:fA14><country>Espagne</country>
</affiliation><series><title level="j" type="main">Engineering geology</title>
<title level="j" type="abbreviated">Eng. geol.</title>
<idno type="ISSN">0013-7952</idno>
<imprint><date when="2005">2005</date>
</imprint><seriesStmt><title level="j" type="main">Engineering geology</title>
<title level="j" type="abbreviated">Eng. geol.</title>
<idno type="ISSN">0013-7952</idno>
</seriesStmt><profileDesc><textClass><keywords scheme="KwdEn" xml:lang="en"><term>Bentonite</term>
<term>Comparative study</term>
<term>Drying</term>
<term>Expansive soil</term>
<term>Experimental study</term>
<term>International conference</term>
<term>Radioactive waste</term>
<term>Sand</term>
<term>Shrinkage</term>
<term>Soil test</term>
<term>Suction</term>
<term>Theoretical study</term>
<term>Waste dumping</term>
<term>Wetting</term>
</keywords><keywords scheme="Pascal" xml:lang="fr"><term>Essai sol</term>
<term>Congrès international</term>
<term>Décharge déchet</term>
<term>Déchet radioactif</term>
<term>Bentonite</term>
<term>Sable</term>
<term>Sol expansif</term>
<term>Etude expérimentale</term>
<term>Succion</term>
<term>Séchage</term>
<term>Mouillage</term>
<term>Retrait</term>
<term>Etude théorique</term>
<term>Etude comparative</term>
</keywords><keywords scheme="Wicri" type="topic" xml:lang="fr"><term>Déchet radioactif</term>
</keywords><front><div type="abstract" xml:lang="en">Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop swelling and shrinkage deformations, which give rise to the accumulation of compression or expansion strains during suction cycles. Experimental studies were undertaken using oedometer tests on an artificially prepared bentonite-sand mixture (80% bentonite by dry mass). In order to study these processes and to identify the most important features controlling soil behaviour, several wetting-drying cycles with suctions ranging between 130 and 4 MPa were applied using vapour equilibrium technique and covering a wide range of over-consolidation ratios (OCR). The tested samples showed cumulative shrinkage strains along the successive cycles, which became more significant at increasing vertical net stresses (low OCR values). However, no accumulation of expansion strains was detected at elevated OCR values. Test results were interpreted and predicted within the context of an elastoplastic model proposed by Alonso et al., 1999, [Alonso, E.E., Vaunat, J., Gens, A., (1999). Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54, 173-183.] which takes into account the accumulation of strains. A good correspondence between measured soil response and model predictions was observed. The paper also presents the methodology to derive the constitutive parameters.</div>
</front><inist><standard h6="B"><pA><fA01 i1="01" i2="1"><s0>0013-7952</s0>
</fA01><fA02 i1="01"><s0>EGGOAO</s0>
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</fA03><fA08 i1="01" i2="1" l="ENG"><s1>Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting</s1>
</fA08><fA09 i1="01" i2="1" l="ENG"><s1>Issues in nuclear waste isolation research</s1>
</fA09><fA11 i1="01" i2="1"><s1>ALONSO (E. E.)</s1>
</fA11><fA11 i1="02" i2="1"><s1>ROMERO (E.)</s1>
</fA11><fA11 i1="03" i2="1"><s1>HOFFINANN (C.)</s1>
</fA11><fA11 i1="04" i2="1"><s1>GARCIA-ESCUDERO (E.)</s1>
</fA11><fA12 i1="01" i2="1"><s1>DELAGE (Pierre)</s1>
<s9>ed.</s9>
</fA12><fA12 i1="02" i2="1"><s1>YU JUN CUI</s1>
<s9>ed.</s9>
</fA12><fA14 i1="01"><s1>Department of Geotechnical Engineering and Geosciences, Universitat Politècnica de Catalunya, UPC, c/Jordi Girona 1-3, Building D-2</s1>
<s2>08034 Barcelona</s2>
<s3>ESP</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
<sZ>3 aut.</sZ>
<sZ>4 aut.</sZ>
</fA14><fA15 i1="01"><s1>Ecole des Ponts (ENPC), Paris, 6-8 Av. B. Pascal</s1>
<s2>77455 Marne la Vallée</s2>
<s3>FRA</s3>
<sZ>1 aut.</sZ>
<sZ>2 aut.</sZ>
</fA15><fA20><s1>213-226</s1>
</fA20><fA21><s1>2005</s1>
</fA21><fA23 i1="01"><s0>ENG</s0>
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<s2>12460</s2>
<s5>354000135509840020</s5>
</fA43><fA44><s0>0000</s0>
<s1>© 2006 INIST-CNRS. All rights reserved.</s1>
</fA44><fA45><s0>15 ref.</s0>
</fA45><fA47 i1="01" i2="1"><s0>06-0236290</s0>
</fA47><fA60><s1>P</s1>
<s2>C</s2>
</fA60><fA64 i1="01" i2="1"><s0>Engineering geology</s0>
</fA64><fA66 i1="01"><s0>NLD</s0>
</fA66><fC01 i1="01" l="ENG"><s0>Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop swelling and shrinkage deformations, which give rise to the accumulation of compression or expansion strains during suction cycles. Experimental studies were undertaken using oedometer tests on an artificially prepared bentonite-sand mixture (80% bentonite by dry mass). In order to study these processes and to identify the most important features controlling soil behaviour, several wetting-drying cycles with suctions ranging between 130 and 4 MPa were applied using vapour equilibrium technique and covering a wide range of over-consolidation ratios (OCR). The tested samples showed cumulative shrinkage strains along the successive cycles, which became more significant at increasing vertical net stresses (low OCR values). However, no accumulation of expansion strains was detected at elevated OCR values. Test results were interpreted and predicted within the context of an elastoplastic model proposed by Alonso et al., 1999, [Alonso, E.E., Vaunat, J., Gens, A., (1999). Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54, 173-183.] which takes into account the accumulation of strains. A good correspondence between measured soil response and model predictions was observed. The paper also presents the methodology to derive the constitutive parameters.</s0>
</fC01><fC02 i1="01" i2="X"><s0>001D14F01</s0>
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</fC02><fC02 i1="04" i2="X"><s0>295</s0>
</fC02><fC03 i1="01" i2="X" l="FRE"><s0>Essai sol</s0>
<s5>01</s5>
</fC03><fC03 i1="01" i2="X" l="ENG"><s0>Soil test</s0>
<s5>01</s5>
</fC03><fC03 i1="01" i2="X" l="SPA"><s0>Ensayo suelo</s0>
<s5>01</s5>
</fC03><fC03 i1="02" i2="X" l="FRE"><s0>Congrès international</s0>
<s5>02</s5>
</fC03><fC03 i1="02" i2="X" l="ENG"><s0>International conference</s0>
<s5>02</s5>
</fC03><fC03 i1="02" i2="X" l="SPA"><s0>Congreso internacional</s0>
<s5>02</s5>
</fC03><fC03 i1="03" i2="X" l="FRE"><s0>Décharge déchet</s0>
<s5>03</s5>
</fC03><fC03 i1="03" i2="X" l="ENG"><s0>Waste dumping</s0>
<s5>03</s5>
</fC03><fC03 i1="04" i2="X" l="FRE"><s0>Déchet radioactif</s0>
<s5>04</s5>
</fC03><fC03 i1="04" i2="X" l="ENG"><s0>Radioactive waste</s0>
<s5>04</s5>
</fC03><fC03 i1="04" i2="X" l="SPA"><s0>Residuos radioactivos</s0>
<s5>04</s5>
</fC03><fC03 i1="05" i2="X" l="FRE"><s0>Bentonite</s0>
<s5>05</s5>
</fC03><fC03 i1="05" i2="X" l="ENG"><s0>Bentonite</s0>
<s5>05</s5>
</fC03><fC03 i1="05" i2="X" l="SPA"><s0>Bentonita</s0>
<s5>05</s5>
</fC03><fC03 i1="06" i2="X" l="FRE"><s0>Sable</s0>
<s5>06</s5>
</fC03><fC03 i1="06" i2="X" l="ENG"><s0>Sand</s0>
<s5>06</s5>
</fC03><fC03 i1="06" i2="X" l="SPA"><s0>Arena</s0>
<s5>06</s5>
</fC03><fC03 i1="07" i2="X" l="FRE"><s0>Sol expansif</s0>
<s2>NT</s2>
<s5>07</s5>
</fC03><fC03 i1="07" i2="X" l="ENG"><s0>Expansive soil</s0>
<s2>NT</s2>
<s5>07</s5>
</fC03><fC03 i1="07" i2="X" l="SPA"><s0>Suelo expansivo</s0>
<s2>NT</s2>
<s5>07</s5>
</fC03><fC03 i1="08" i2="X" l="FRE"><s0>Etude expérimentale</s0>
<s5>08</s5>
</fC03><fC03 i1="08" i2="X" l="ENG"><s0>Experimental study</s0>
<s5>08</s5>
</fC03><fC03 i1="08" i2="X" l="SPA"><s0>Estudio experimental</s0>
<s5>08</s5>
</fC03><fC03 i1="09" i2="X" l="FRE"><s0>Succion</s0>
<s5>09</s5>
</fC03><fC03 i1="09" i2="X" l="ENG"><s0>Suction</s0>
<s5>09</s5>
</fC03><fC03 i1="09" i2="X" l="SPA"><s0>Succión</s0>
<s5>09</s5>
</fC03><fC03 i1="10" i2="X" l="FRE"><s0>Séchage</s0>
<s5>10</s5>
</fC03><fC03 i1="10" i2="X" l="ENG"><s0>Drying</s0>
<s5>10</s5>
</fC03><fC03 i1="10" i2="X" l="SPA"><s0>Secado</s0>
<s5>10</s5>
</fC03><fC03 i1="11" i2="X" l="FRE"><s0>Mouillage</s0>
<s5>11</s5>
</fC03><fC03 i1="11" i2="X" l="ENG"><s0>Wetting</s0>
<s5>11</s5>
</fC03><fC03 i1="11" i2="X" l="SPA"><s0>Remojo</s0>
<s5>11</s5>
</fC03><fC03 i1="12" i2="X" l="FRE"><s0>Retrait</s0>
<s5>12</s5>
</fC03><fC03 i1="12" i2="X" l="ENG"><s0>Shrinkage</s0>
<s5>12</s5>
</fC03><fC03 i1="12" i2="X" l="SPA"><s0>Retiro</s0>
<s5>12</s5>
</fC03><fC03 i1="13" i2="X" l="FRE"><s0>Etude théorique</s0>
<s5>13</s5>
</fC03><fC03 i1="13" i2="X" l="ENG"><s0>Theoretical study</s0>
<s5>13</s5>
</fC03><fC03 i1="13" i2="X" l="SPA"><s0>Estudio teórico</s0>
<s5>13</s5>
</fC03><fC03 i1="14" i2="X" l="FRE"><s0>Etude comparative</s0>
<s5>14</s5>
</fC03><fC03 i1="14" i2="X" l="ENG"><s0>Comparative study</s0>
<s5>14</s5>
</fC03><fC03 i1="14" i2="X" l="SPA"><s0>Estudio comparativo</s0>
<s5>14</s5>
</fC03><fN21><s1>149</s1>
</fN21><fN44 i1="01"><s1>PSI</s1>
</fN44><fN82><s1>PSI</s1>
</fN82><pR><fA30 i1="01" i2="1" l="ENG"><s1>International Workshop on Key Issues in Waste Isolation Research</s1>
<s2>6</s2>
<s3>Paris FRA</s3>
<s4>2000</s4>
</fA30>
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