메뉴 건너뛰기




Volumn 27, Issue 6, 2011, Pages 1013-1022

Micromechanical analysis of the behavior of stiff clay

Author keywords

Destructuration; Induced anisotropy; Micromechanics; Plasticity; Stiff clay

Indexed keywords

APPLIED LOADS; CONVENTIONAL MODELS; DEBONDING PROCESS; DEFORMATION BEHAVIOR; DESTRUCTURATION; HIGHER YIELD; INDUCED ANISOTROPY; LOCAL STRAINS; LOCAL STRESS; MEASURED RESULTS; MECHANICAL LOADING; MICRO-MECHANICAL; MICRO-MECHANICAL ANALYSIS; STRESS-INDUCED ANISOTROPY; STRESS-STRAIN MODEL; TIME-SCALES;

EID: 84855658559     PISSN: 05677718     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10409-011-0507-z     Document Type: Article
Times cited : (17)

References (18)
  • 2
    • 0030238322 scopus 로고    scopus 로고
    • A laboratory study of the strength of four stiff clays
    • Burland, J.B., Rampello, S., Georgiannou, V.N., et al.: A laboratory study of the strength of four stiff clays. Geotechnique 46(3), 491-514 (1996)
    • (1996) Geotechnique , vol.46 , Issue.3 , pp. 491-514
    • Burland, J.B.1    Rampello, S.2    Georgiannou, V.N.3
  • 3
    • 0031210482 scopus 로고    scopus 로고
    • The influence of structure on the pre-failure behaviour of a natural clay
    • Cotecchia, F., Chandler, R.J.: The influence of structure on the pre-failure behaviour of a natural clay. Geotechnique 47(3), 523-544 (1997)
    • (1997) Geotechnique , vol.47 , Issue.3 , pp. 523-544
    • Cotecchia, F.1    Chandler, R.J.2
  • 5
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behaviour of clays
    • Cotecchia, F., Chandler, J.: A general framework for the mechanical behaviour of clays. Geotechnique 50(4), 523-544 (2000)
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 523-544
    • Cotecchia, F.1    Chandler, J.2
  • 6
    • 0035382143 scopus 로고    scopus 로고
    • Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering
    • DOI 10.1680/geot.51.5.441.39967
    • Cafaro, F., Cotecchia, F.: Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering. Geotechnique 51(5), 441-453 (2001) (Pubitemid 34458580)
    • (2001) Geotechnique , vol.51 , Issue.5 , pp. 441-453
    • Cafaro, F.1    Cotecchia, F.2
  • 8
    • 33744533562 scopus 로고    scopus 로고
    • Interpretation and modelling of deformation characteristics of a stiff North Sea clay
    • DOI 10.1139/t06-007
    • Jovicic, V., Coop, M., Simpson, B.: Interpretation and modelling of deformation characteristics of a stiff North Sea clay. Canadian Geotechnical Journal 43(4), 341-354 (2006) (Pubitemid 43810510)
    • (2006) Canadian Geotechnical Journal , vol.43 , Issue.4 , pp. 341-354
    • Jovicic, V.1    Coop, M.2    Simpson, B.3
  • 9
    • 33947120126 scopus 로고    scopus 로고
    • An experimental investigation into the mechanical behaviour of a structured stiff clay
    • DOI 10.1680/geot.2007.57.2.153
    • Amorosi, A., Rampello, S.: An experimental investigation into the mechanical behaviour of a structured stiff clay. Geotech-nique 57(2), 153-166 (2007) (Pubitemid 46397181)
    • (2007) Geotechnique , vol.57 , Issue.2 , pp. 153-166
    • Amorosi, A.1    Rampello, S.2
  • 10
    • 0029415875 scopus 로고
    • An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
    • Lagioia, R., Nova, R.: Experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Geotech-nique 45(4), 633-648 (1995) (Pubitemid 26460580)
    • (1995) Geotechnique , vol.45 , Issue.4 , pp. 633-648
    • Lagioia, R.1    Nova, R.2
  • 11
    • 0000651720 scopus 로고
    • Conceptual bases for a constitutive model for bonded soils and weak rocks
    • Gens, A., Nova, R.: Conceptual bases for a constitutive model for bonded soils and weak rocks. In: Proc. Int. Symp. Hard Soils-Soft Rocks, Athens 1, 485-494 (1993)
    • (1993) Proc. Int. Symp. Hard Soils-Soft Rocks, Athens , vol.1 , pp. 485-494
    • Gens, A.1    Nova, R.2
  • 12
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • Kavvadas, M., Amorosi, A.: A constitutive model for structured soils. Geotechnique 50(3), 263-273 (2000) (Pubitemid 30351695)
    • (2000) Geotechnique , vol.50 , Issue.3 , pp. 263-273
    • Kavvadas, M.1    Amorosi, A.2
  • 13
    • 0036027011 scopus 로고    scopus 로고
    • A structured Cam Clay model
    • DOI 10.1139/t02-069
    • Liu, M.D., Carter, J.: A structured cam clay model. Canadian Geotechnical Journal 39(6), 1313-1332 (2002) (Pubitemid 36225657)
    • (2002) Canadian Geotechnical Journal , vol.39 , Issue.6 , pp. 1313-1332
    • Liu, M.D.1    Carter, J.P.2
  • 15
    • 69249156122 scopus 로고    scopus 로고
    • Elastoplastic model for clay with microstructural consideration
    • Chang, C.S., Hicher, P.Y., Yin, Z.Y., et al.: Elastoplastic model for clay with microstructural consideration. ASCE Journal of Engineering Mechanics 135(9), 917-931 (2009)
    • (2009) ASCE Journal of Engineering Mechanics , vol.135 , Issue.9 , pp. 917-931
    • Chang, C.S.1    Hicher, P.Y.2    Yin, Z.Y.3
  • 16
    • 59349100516 scopus 로고    scopus 로고
    • Microstructural modelling of stress-dependent behavior of clay
    • Yin, Z.Y., Chang, C.S.: Microstructural modelling of stress-dependent behavior of clay. International Journal of Solids and Structures 46(6), 1373-1388 (2009)
    • (2009) International Journal of Solids and Structures , vol.46 , Issue.6 , pp. 1373-1388
    • Yin, Z.Y.1    Chang, C.S.2
  • 17
    • 67349100151 scopus 로고    scopus 로고
    • Micromechanical analysis of kinematic hardening in natural clay
    • Yin, Z.Y., Chang, C.S., Hicher, P.Y., et al.: Micromechanical analysis of kinematic hardening in natural clay. International Journal of Plasticity 25(8), 1413-1435 (2009)
    • (2009) International Journal of Plasticity , vol.25 , Issue.8 , pp. 1413-1435
    • Yin, Z.Y.1    Chang, C.S.2    Hicher, P.Y.3
  • 18
    • 0016477434 scopus 로고
    • Undrained deformation and liquefaction of sand under cyclic stresses
    • Ishihara, K., Tatsuoka, F., Yasuda, S.: Undrained deformation and liquefaction of sand under cyclic stresses. Soils and Foundations 15(1), 29-44 (1975)
    • (1975) Soils and Foundations , vol.15 , Issue.1 , pp. 29-44
    • Ishihara, K.1    Tatsuoka, F.2    Yasuda, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.