메뉴 건너뛰기




Volumn 29, Issue 4, 2007, Pages 496-504

Constitutive model of K0 consolided structured soft clays

Author keywords

Anisotropy; K0 consolidation; Soft clay; Structure

Indexed keywords

ANISOTROPY; CONSOLIDATION; CONSTITUTIVE MODELS; HARDENING; MATHEMATICAL MODELS; ROTATION; SENSITIVITY ANALYSIS; SHEAR STRESS; SOILS; SURFACES; YIELD STRESS;

EID: 34249701330     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (37)

References (20)
  • 1
    • 0000695350 scopus 로고    scopus 로고
    • Application of thermomechanical principles to the modeling of geotechnical materials
    • COLLINS I F, HOULSBY G T. Application of thermomechanical principles to the modeling of geotechnical materials[C]//Proceedings of the Royal Society of London A, 1997, 453: 1975-2001.
    • (1997) Proceedings of the Royal Society of London A , vol.453 , pp. 1975-2001
    • COLLINS, I.F.1    HOULSBY, G.T.2
  • 2
    • 0036741039 scopus 로고    scopus 로고
    • A thermomechanical analysis of a family of soil models
    • COLLINS I F, KELLY P A. A thermomechanical analysis of a family of soil models[J]. Goetechnique, 2002, 52(7): 507-525.
    • (2002) Goetechnique , vol.52 , Issue.7 , pp. 507-525
    • Collins, I.F.1    Kelly, P.A.2
  • 4
    • 0242488959 scopus 로고    scopus 로고
    • The relationship between stress-dilatancy, anisotropy and plastic dissipation for granular materials
    • COLLINS I F, MUHUNTHAN B. The relationship between stress-dilatancy, anisotropy and plastic dissipation for granular materials[J]. Geotechnique, 2003, 53(7): 611-619.
    • (2003) Geotechnique , vol.53 , Issue.7 , pp. 611-619
    • Collins, I.F.1    Muhunthan, B.2
  • 6
    • 21344455071 scopus 로고    scopus 로고
    • The concept of stored plastic work or frozen elastic energy in soil mechanics
    • COLLINS I F. The concept of stored plastic work or frozen elastic energy in soil mechanics[J]. Geotechnique, 2005, 5(5): 373-382.
    • (2005) Geotechnique , vol.5 , Issue.5 , pp. 373-382
    • Collins, I.F.1
  • 8
    • 34249706081 scopus 로고    scopus 로고
    • Simulation of shear and one-dimentional compression behavior of naturally deposited clays by super/subloading yield surface Cam-clay model
    • NAKANO M, NAKAI K, NODA T, ASAOKA A. Simulation of shear and one-dimentional compression behavior of naturally deposited clays by super/subloading yield surface Cam-clay model[J]. Soils and Foundations, 2005, 45(1): 141-151.
    • (2005) Soils and Foundations , vol.45 , Issue.1 , pp. 141-151
    • Nakano, M.1    Nakai, K.2    Noda, T.3    Asaoka, A.4
  • 9
    • 0038608911 scopus 로고    scopus 로고
    • Engineering properties of soft soils and design of soft ground
    • Chinese source
    • SHEN Zhu-jiang. Engineering properties of soft soils and design of soft ground[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 108-110. (in Chinese)
    • (1998) Chinese Journal of Geotechnical Engineering , vol.20 , Issue.1 , pp. 108-110
    • Shen, Z.-J.1
  • 10
    • 33646364508 scopus 로고    scopus 로고
    • A constitutive laws considering soil structural properties
    • Chinese source
    • XIE Ding-yi, QI Ji-lin, ZHANG Zhen-zhong. A constitutive laws considering soil structural properties[J]. China Civil Engineering Journal, 2000, 33(4): 36-41. (in Chinese)
    • (2000) China Civil Engineering Journal , vol.33 , Issue.4 , pp. 36-41
    • Xie, D.-Y.1    Qi, J.-L.2    Zhang, Z.-Z.3
  • 11
    • 0034253675 scopus 로고    scopus 로고
    • A general framework for the mechanical behavior of clays
    • COTECCHIA F, CHANDLER R J. A general framework for the mechanical behavior of clays[J]. Geotechnique, 2000, 50(4): 431-447.
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 431-447
    • Cotecchia, F.1    Chandler, R.J.2
  • 12
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • BURLAND J B. On the compressibility and shear strength of natural clays[J]. Geotechnique, 1990, 40(3): 329-378.
    • (1990) Geotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 13
    • 0033893963 scopus 로고    scopus 로고
    • A masonry model for structured clays
    • Chinese source
    • SHEN Zhu-jiang. A masonry model for structured clays[J]. Rock and Soil Mechanics, 2000, 21(1): 1-4. (in Chinese)
    • (2000) Rock and Soil Mechanics , vol.21 , Issue.1 , pp. 1-4
    • Shen, Z.-J.1
  • 14
    • 19644368941 scopus 로고    scopus 로고
    • Binary medium model for structured soils
    • Chinese source
    • LIU En-long, SHEN Zhu-jiang. Binary medium model for structured soils[J]. Journal of Hydraulic Engineering, 2005, 36(4): 391-395. (in Chinese)
    • (2005) Journal of Hydraulic Engineering , vol.36 , Issue.4 , pp. 391-395
    • Liu, E.-L.1    Shen, Z.-J.2
  • 16
    • 2442543780 scopus 로고    scopus 로고
    • Superloading yield surface concept for highly structured soil behavior
    • ASAOKA A, NAKANO M, NODA T. Superloading yield surface concept for highly structured soil behavior[J]. Soils and Foundations, 2000, 40(2): 99-110.
    • (2000) Soils and Foundations , vol.40 , Issue.2 , pp. 99-110
    • Asaoka, A.1    Nakano, M.2    Noda, T.3
  • 19
    • 0027007903 scopus 로고
    • The yielding of Bothkennar clay
    • SMITH P R, HIGHT D W. The yielding of Bothkennar clay[J]. Geotechnique, 1992, 42(2): 257-274.
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 257-274
    • Smith, P.R.1    Hight, D.W.2
  • 20
    • 0027007902 scopus 로고
    • Characterization of the Bothkennar clay: An overview
    • HIGHT D W, BOND A J, LEGGE J D. Characterization of the Bothkennar clay: an overview[J]. Geotechnique, 1992, 42(2): 303-347.
    • (1992) Geotechnique , vol.42 , Issue.2 , pp. 303-347
    • Hight, D.W.1    Bond, A.J.2    Legge, J.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.