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Volumn 170, Issue 2, 1999, Pages 241-252

Poro-elasto-plastic behaviour of dry compacted Fo-Ca clay: Experiment and modelling. Application to the resaturation of an engineered clay barrier;Comportement hydromecanique d'une argile gonflante non saturee: experience, modelisation et application a la resaturation d'une barriere ouvragee

Author keywords

Engineered barrier; Hydro mechanical behaviour; Poro elasto plastic modelling; Repository; Resaturation; Swelling Fo Ca clay; Swelling pressure; Unsaturated porous media

Indexed keywords

CLAY LINER; CONTAINMENT BARRIER; HYDROMECHANICS; RADIOACTIVE WASTE; REPOSITORY; SWELLING;

EID: 0033245793     PISSN: 00379409     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (2)

References (15)
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  • 2
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  • 3
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    • Paris
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    • Chateau, X.1    Dormieux, L.2
  • 6
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    • A macroscopic model of the swelling phenomenon of a saturated clay
    • DANGLA P., MALINSKY L. & COUSSY O. (1997). - A macroscopic model of the swelling phenomenon of a saturated clay. - Eur. J. Mech., A/Solids, 6, 981-1004.
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    • Dangla, P.1    Malinsky, L.2    Coussy, O.3
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  • 13
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    • Dessiccation des bétons : Couplages hydro-mécaniques en milieu poreux non saturé
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    • LASSABATÈRE T. (1995). - Dessiccation des bétons : couplages hydro-mécaniques en milieu poreux non saturé. In : C. PETIT, G. PHAUDIER-CABOT & J.-M. REYNOUARD Eds., Des géomatériaux aux ouvrages. - Hermès, 135-160.
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  • 14
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    • Volume change characteristics of partially saturated soils
    • MATYAS & RADHAKRISHNA (1968). - Volume change characteristics of partially saturated soils. - Géotechnique, 18, 432-448.
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    • Matyas1    Radhakrishna2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.