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Volumn 57, Issue 2, 2007, Pages 137-151

A constitutive model for soft clayey rocks that includes weathering effects

Author keywords

Constitutive relations; Expansive soils; Plasticity; Soft rocks; Suction

Indexed keywords

CALCIUM COMPOUNDS; CLAY; CONCENTRATION (PROCESS); MATHEMATICAL MODELS; PLASTICITY; WEATHERING; WETTING;

EID: 33947104976     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2007.57.2.137     Document Type: Article
Times cited : (57)

References (20)
  • 1
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso, E. E., Gens, A. & Josa, A. (1990). A constitutive model for partially saturated soils. Géotechnique 40, No. 3, 405-430.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 2
    • 0033199301 scopus 로고    scopus 로고
    • Modelling the mechanical behaviour of expansive clays
    • Alonso, E. E., Vaunat, J. & Gens, A. (1999). Modelling the mechanical behaviour of expansive clays. Engng Geol. 54, Nos 1-2, 173-183.
    • (1999) Engng Geol , vol.54 , Issue.1-2 , pp. 173-183
    • Alonso, E.E.1    Vaunat, J.2    Gens, A.3
  • 5
    • 0002354385 scopus 로고
    • Progressive failure in slopes of overconsolidated plastic clay and clay shales
    • Bjerrum, L. (1967). Progressive failure in slopes of overconsolidated plastic clay and clay shales. J. Soil Mech. Found. Div. ASCE 93, No. SM5, 3-49.
    • (1967) J. Soil Mech. Found. Div. ASCE , vol.93 , Issue.SM5 , pp. 3-49
    • Bjerrum, L.1
  • 7
    • 0035193259 scopus 로고    scopus 로고
    • On the formulation of anisotropic elastic degradation. I. Theory based on a pseudologarithmic damage tensor rate
    • Carol, I., Rizzi, E. & Willam, K. (2001) On the formulation of anisotropic elastic degradation. I. Theory based on a pseudologarithmic damage tensor rate. Int J. Solids Struct. 38, No. 4, 91-518.
    • (2001) Int J. Solids Struct , vol.38 , Issue.4 , pp. 91-518
    • Carol, I.1    Rizzi, E.2    Willam, K.3
  • 8
    • 57249105090 scopus 로고    scopus 로고
    • The effect of cementation on the small strain parameters of sand
    • Fernández, A. & Santamarina, C. (2001). The effect of cementation on the small strain parameters of sand. Can. Geotech. J. 38, No. 1, 191-199.
    • (2001) Can. Geotech. J , vol.38 , Issue.1 , pp. 191-199
    • Fernández, A.1    Santamarina, C.2
  • 9
    • 0027079233 scopus 로고
    • A framework for the behaviour of unsaturated expansive clays
    • Gens, A. & Alonso, E. (1992). A framework for the behaviour of unsaturated expansive clays. Can. Geotech. J. 29, No. 6, 1013-1032.
    • (1992) Can. Geotech. J , vol.29 , Issue.6 , pp. 1013-1032
    • Gens, A.1    Alonso, E.2
  • 11
    • 0041400055 scopus 로고    scopus 로고
    • General report. Modelling the soil behaviour: Selection of soil parameters
    • Kavvadas, M. J. (2000). General report. Modelling the soil behaviour: selection of soil parameters. Proc. 2nd Int. Symp. Geotech. Hard Soils - Soft Rocks, 2, 1441-1481.
    • (2000) Proc. 2nd Int. Symp. Geotech. Hard Soils - Soft Rocks , vol.2 , pp. 1441-1481
    • Kavvadas, M.J.1
  • 13
    • 0001554758 scopus 로고
    • Some aspects of the influence of mineralogy and moisture redistribution on the weathering behaviour of mudrock
    • Montreaux
    • Olivier, H. J. (1987). Some aspects of the influence of mineralogy and moisture redistribution on the weathering behaviour of mudrock. Proc. 4th Int. Conf. Rock Mech., Montreaux, 3, 467-474.
    • (1987) Proc. 4th Int. Conf. Rock Mech , vol.3 , pp. 467-474
    • Olivier, H.J.1
  • 14
    • 85013134988 scopus 로고    scopus 로고
    • Picarelli, L. (1991). Discussion: 'The general and congruent effects of structure in natural soils and weak rocks' by S. Leroueil & P. R. Vaughan. Géotechnique 40, No, 2, 281-284.
    • Picarelli, L. (1991). Discussion: 'The general and congruent effects of structure in natural soils and weak rocks' by S. Leroueil & P. R. Vaughan. Géotechnique 40, No, 2, 281-284.
  • 15
    • 0020974730 scopus 로고
    • Interlayered clay stacks in Jurassic shales
    • Pye, K. & Krinsley, D. H. (1983). Interlayered clay stacks in Jurassic shales. Nature 304, No. 5927, 618-620.
    • (1983) Nature , vol.304 , Issue.5927 , pp. 618-620
    • Pye, K.1    Krinsley, D.H.2
  • 17
    • 33947169156 scopus 로고    scopus 로고
    • Sanmartino, S. (2001). Construction d'un modèle conceptuel de la porosité et de la minéralogie dans les argiles du site de Bure. Internal report D.RP.OCPE.03. 001, Paris: ANDRA.
    • Sanmartino, S. (2001). Construction d'un modèle conceptuel de la porosité et de la minéralogie dans les argiles du site de Bure. Internal report D.RP.OCPE.03. 001, Paris: ANDRA.
  • 18
    • 0023483099 scopus 로고
    • Strength implications of the crystalline and osmotic swelling of clays in shales
    • Seedsman, R. W. (1987). Strength implications of the crystalline and osmotic swelling of clays in shales. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 24, No. 6, 357-363.
    • (1987) Int. J. Rock Mech. Min. Sci. Geomech. Abstr , vol.24 , Issue.6 , pp. 357-363
    • Seedsman, R.W.1
  • 20
    • 0032056158 scopus 로고    scopus 로고
    • Swelling and softening behaviour of La Biche shale
    • Wong, R. C. K. (1998). Swelling and softening behaviour of La Biche shale. Can. Geotech. J. 35, No. 2, 206-221.
    • (1998) Can. Geotech. J , vol.35 , Issue.2 , pp. 206-221
    • Wong, R.C.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.