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Volumn , Issue 147, 2006, Pages 1944-1955

A constitutive model that incorporates the effect of suction in cemented geological materials

Author keywords

[No Author keywords available]

Indexed keywords

CODES (SYMBOLS); COMPUTER SIMULATION; EXCAVATION; MATHEMATICAL MODELS; ROCKS; SHAFTS (MACHINE COMPONENTS); VENTILATION;

EID: 33845520714     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40802(189)164     Document Type: Conference Paper
Times cited : (12)

References (14)
  • 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, vol. 40, no. 3, 405-430
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 5
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured clays
    • Baudet, B., Stallebrass, S. 2004. A Constitutive Model for structured clays, Géotechnique, vol. 54, no. 4, 269-278
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 6
    • 0035193259 scopus 로고    scopus 로고
    • On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate
    • Carol. I, Rizzi, E. & Willam, K. 2002. On the formulation of anisotropic elastic degradation. I. Theory based on a pseudo-logarithmic damage tensor rate. Int. J. Solids and Struct. 38: 491-518.
    • (2002) Int. J. Solids and Struct , vol.38 , pp. 491-518
    • Carol, I.1    Rizzi, E.2    Willam, K.3
  • 8
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Kavvadas, M., Amorosi, A. 2000. A Constitutive Model for structured soils, Géotechnique, vol. 50, no. 3, 263-273
    • (2000) Géotechnique , vol.50 , Issue.3 , pp. 263-273
    • Kavvadas, M.1    Amorosi, A.2
  • 9
    • 4644242859 scopus 로고    scopus 로고
    • Combined effect of fabric, bonding and partial saturation on yielding of soils
    • Leroueil, S. & Barbosa, A. 2000. Combined effect of fabric, bonding and partial saturation on yielding of soils. Proc. Asian Conf. On Unsaturated Soils: 527-532.
    • (2000) Proc. Asian Conf. on Unsaturated Soils , pp. 527-532
    • Leroueil, S.1    Barbosa, A.2
  • 11
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
    • Nova, R., Castellanza, R. and Tamagnini, C. 2003. A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, Int. J. Numer. Anal. Meth. Geomech., 27:705-732
    • (2003) Int. J. Numer. Anal. Meth. Geomech. , vol.27 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 14
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler, S. J. & Sivakumar, V. (1995). An elasto-plastic critical state framework for unsaturated soil. Géothecnique 45, No.1, 35-53.
    • (1995) Géothecnique , vol.45 , Issue.1 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.