메뉴 건너뛰기




Volumn 24, Issue 23, 2005, Pages 4272-4281

Simulation of loess behaviours under cyclic loading

Author keywords

Bounding surface model; Cyclic loading; Generalized plasticity model; Liquefaction; Loess; Softening; Soil mechanics

Indexed keywords

CYCLIC LOADS; PLASTICITY; PORE PRESSURE; SCANNING ELECTRON MICROSCOPY; SOIL LIQUEFACTION;

EID: 30044436870     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (11)

References (20)
  • 1
    • 0001221989 scopus 로고
    • Elastoplastic and viscoplastic constitutive models for soils with application to cyclic loading
    • Pande G.N. and Zienkiewiecz O.C. (ed.), New York: John Wiley and Sons
    • Mroz Z, Norris V A. Elastoplastic and viscoplastic constitutive models for soils with application to cyclic loading[A]. In: Pande G N, Zienkiewiecz O C ed. Soil Mechanics - Transient and Cyclic Loads: Constitutive Relations and Numerical Treatment[C]. New York: John Wiley and Sons, 1982.173-218.
    • (1982) Soil Mechanics - Transient and Cyclic Loads: Constitutive Relations and Numerical Treatment , pp. 173-218
    • Mroz, Z.1    Norris, V.A.2
  • 2
    • 0022186550 scopus 로고
    • A theoretical and experimental investigation of the behavior of anisotropically consolidated clay
    • Banerjee P.K. and Butterfield R. (ed.), UK: Elsevier
    • Banerjee P K, Stipho A S, Yousif N B. A theoretical and experimental investigation of the behavior of anisotropically consolidated clay[A]. In: Banerjee P K, Butterfield R ed. Developments in Soil Mechanics and Foundation Engineering (2)[C]. UK: Elsevier, 1985.1-42.
    • (1985) Developments in Soil Mechanics and Foundation Engineering (2) , pp. 1-42
    • Banerjee, P.K.1    Stipho, A.S.2    Yousif, N.B.3
  • 11
    • 0029503413 scopus 로고
    • A parametric analysis for the Dafalias-Kaliakin bounding surface viscoplastic model based on the Diflupress L D test
    • Leidwanger-Rabis C, Chambon R, Catel P, et al. A parametric analysis for the Dafalias-Kaliakin bounding surface viscoplastic model based on the Diflupress L D test[J]. Computers and Geotechnics, 1995, 17(4): 473-505.
    • (1995) Computers and Geotechnics , vol.17 , Issue.4 , pp. 473-505
    • Leidwanger-Rabis, C.1    Chambon, R.2    Catel, P.3
  • 12
    • 0022186550 scopus 로고
    • A theoretical and experimental investigation of the behavior of anisotropically consoliadated clay
    • Banerjee P.K. and Butterfield R. (ed.), UK: Elsevier
    • Banerjee P K, Stipho A S, Yousif N B. A theoretical and experimental investigation of the behavior of anisotropically consoliadated clay[A]. In: Banerjee P K, Butterfield R ed. Developments in Soil Mechanics and Foundation Engineering (2)[C]. UK: Elsevier, 1985.1-42.
    • (1985) Developments in Soil Mechanics and Foundation Engineering (2) , pp. 1-42
    • Banerjee, P.K.1    Stipho, A.S.2    Yousif, N.B.3
  • 13
    • 30044447806 scopus 로고
    • Modelling of soil behaviour under monotonic and cyclic loadings
    • Pande G.N. and Pietruszczak S. (ed.), Rotterdam: Davos. Balkema
    • Truly A. Modelling of soil behaviour under monotonic and cyclic loadings[A]. In: Pande G N, Pietruszczak S ed. Proceedings of the 5th International Symposium on Numerical Models in Geomechanics[C]. Rotterdam: Davos. Balkema, 1995.69-75.
    • (1995) Proceedings of the 5th International Symposium on Numerical Models in Geomechanics , pp. 69-75
    • Truly, A.1
  • 14
    • 30044447272 scopus 로고    scopus 로고
    • Abounding surface model for granular soils subject to cyclic loading
    • Beijing, China: Tsinghua University Press and Springer-Verlag
    • Khalili N, Habte M A, Valliappan S. Abounding surface model for granular soils subject to cyclic loading[A]. In: Computational Mechanics, WCCM VI in Conjunction with APCOM'04[C]. Beijing, China: Tsinghua University Press and Springer-Verlag, 2004. 388.
    • (2004) Computational Mechanics, WCCM VI in Conjunction with APCOM'04 , pp. 388
    • Khalili, N.1    Habte, M.A.2    Valliappan, S.3
  • 15
    • 3142659653 scopus 로고    scopus 로고
    • Implementation of plasticity based on models in dynamic analysis of earth and rockfill dams: A comparison of Pastor-Zienkiewicz and cap models
    • Khoei A R, Azami A R, Haeri S M. Implementation of plasticity based on models in dynamic analysis of earth and rockfill dams: a comparison of Pastor-Zienkiewicz and cap models[J]. Computers and Geotechnics, 2004, 31: 385-410.
    • (2004) Computers and Geotechnics , vol.31 , pp. 385-410
    • Khoei, A.R.1    Azami, A.R.2    Haeri, S.M.3
  • 16
    • 0015639927 scopus 로고
    • The collapse mechanism in partly saturated soil
    • Barden L, McGown A, Collins K. The collapse mechanism in partly saturated soil[J]. Engineering Geology, 1973, 7: 49-60.
    • (1973) Engineering Geology , vol.7 , pp. 49-60
    • Barden, L.1    McGown, A.2    Collins, K.3
  • 17
    • 0029536233 scopus 로고
    • Factors and mechanism of loess collapsibility
    • Derbyshire D.T. and Sinalley I.J. (ed.), Boston, USA: Kluwer Academic Publishers
    • Osipov V I, Sokolov V N. Factors and mechanism of loess collapsibility. In: Derbyshire Dijkstra T, Sinalley I J ed. Genesis and Properties of Collapsible Soils[M]. Boston, USA: Kluwer Academic Publishers, 1995.49-63.
    • (1995) Genesis and Properties of Collapsible Soils , pp. 49-63
    • Osipov, V.I.1    Sokolov, V.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.