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Volumn 129, Issue 12, 2003, Pages 1119-1127

Computational model for cyclic mobility and associated shear deformation

Author keywords

Centrifuge models; Constitutive models; Cyclic plasticity; Liquefaction; Soil dynamics

Indexed keywords

CALIBRATION; CENTRIFUGATION; COMPUTATIONAL METHODS; LIQUEFACTION; SHEAR DEFORMATION; SHEAR STRESS; SOILS;

EID: 0345884907     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1119)     Document Type: Article
Times cited : (441)

References (53)
  • 1
    • 0003137568 scopus 로고
    • VELACS project: Elasto-plastic finite element predictions of the liquefaction behavior of centrifuge model Nos. 1, 3 and 4a
    • K. Arulanandan and R. F. Scott, eds., Balkema, Rotterdam. The Netherlands
    • Anandarajah, A. (1993). "VELACS project: Elasto-plastic finite element predictions of the liquefaction behavior of centrifuge model Nos. 1, 3 and 4a." Proc., Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, K. Arulanandan and R. F. Scott, eds., Balkema, Rotterdam. The Netherlands, 1, 1075-1104.
    • (1993) Proc., Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems , vol.1 , pp. 1075-1104
    • Anandarajah, A.1
  • 2
    • 0009605934 scopus 로고    scopus 로고
    • UW-sand: A simple constitutive model for liqueliable soils
    • ASME Materials and Applied Mechanics Div., ASCE Engineering Mechanics Div., and Soc. of Engineering Science
    • Arduino, P., Kramer, S., and Baska, D. (2001). "UW-sand: A simple constitutive model for liqueliable soils." 2001 Mechanics and Materials Summer Conf., ASME Materials and Applied Mechanics Div., ASCE Engineering Mechanics Div., and Soc. of Engineering Science.
    • (2001) 2001 Mechanics and Materials Summer Conf.
    • Arduino, P.1    Kramer, S.2    Baska, D.3
  • 3
    • 0003553144 scopus 로고
    • VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program, soil data report
    • The Earth Technology Corporation. Irvine. Calif
    • Arulmoli, K., Muraleetharan, K. K., Hossain, M. M., and Fruth, L., S. (1992). "VELACS: Verification of liquefaction analyses by centrifuge studies, laboratory testing program, soil data report." Project No. 90-0563. The Earth Technology Corporation. Irvine. Calif.
    • (1992) Project No. 90-0563
    • Arulmoli, K.1    Muraleetharan, K.K.2    Hossain, M.M.3    Fruth, L.S.4
  • 5
    • 0032692894 scopus 로고    scopus 로고
    • Settlement, sliding, and liquefaction remediation of layered soil
    • Balakrishnan, A., and Kutter, B. L. (1999). "Settlement, sliding, and liquefaction remediation of layered soil." J. Geotech. Geoenviron. Eng., 125(11), 968-978.
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , Issue.11 , pp. 968-978
    • Balakrishnan, A.1    Kutter, B.L.2
  • 7
    • 0018477827 scopus 로고
    • Plastic-fracturing theory for concrete
    • Bazant, Z. P., and Kim, S.-S. (1979). "Plastic-fracturing theory for concrete." J. Eng. Mech. Div., 105(3), 407-428.
    • (1979) J. Eng. Mech. Div. , vol.105 , Issue.3 , pp. 407-428
    • Bazant, Z.P.1    Kim, S.-S.2
  • 9
    • 0028053333 scopus 로고
    • Deformations in granular soils due to cyclic loading
    • Geotechnical Special Publ. No. 40, ASCE, Reston, Va
    • Byrne, P. M., and McIntyre, J. (1994). "Deformations in granular soils due to cyclic loading." Proc., Settlement 94, Geotechnical Special Publ. No. 40, ASCE, Reston, Va., 1864-1896.
    • (1994) Proc., Settlement , vol.94 , pp. 1864-1896
    • Byrne, P.M.1    McIntyre, J.2
  • 10
    • 0002541377 scopus 로고
    • Characteristics of cohesionless soils affecting the stability of earth fills
    • Casagrande, A. (1936). "Characteristics of cohesionless soils affecting the stability of earth fills." J. Boston Soc. Civ. Eng., 23, 13-33.
    • (1936) J. Boston Soc. Civ. Eng. , vol.23 , pp. 13-33
    • Casagrande, A.1
  • 11
    • 0003278969 scopus 로고
    • Liquefaction and cyclic deformation of sands - A critical review
    • also published as Harvard soil mechanics series No. 88, January, 1976, Harvard Univ., Cambridge, Mass
    • Casagrande, A. (1975). "Liquefaction and cyclic deformation of sands-A critical review." Proc., 5th Pan-American Conf. on Soil Mechanics and Foundation Engineering. also published as Harvard soil mechanics series No. 88, January, 1976, Harvard Univ., Cambridge, Mass.
    • (1975) Proc., 5th Pan-American Conf. on Soil Mechanics and Foundation Engineering
    • Casagrande, A.1
  • 15
    • 23944494742 scopus 로고    scopus 로고
    • Modeling of sand behavior based on state concept
    • Cubrinovski, M., and Ishihara, K. (1998a). "Modeling of sand behavior based on state concept." Soils Found., 38(3), 115-127.
    • (1998) Soils Found. , vol.38 , Issue.3 , pp. 115-127
    • Cubrinovski, M.1    Ishihara, K.2
  • 16
    • 0001402446 scopus 로고    scopus 로고
    • State concept and modified elastoplasticity for sand modeling
    • Cubrinovski, M., and Ishihara, K. (1998b). "State concept and modified elastoplasticity for sand modeling." Soils Found., 38(4), 213-225.
    • (1998) Soils Found. , vol.38 , Issue.4 , pp. 213-225
    • Cubrinovski, M.1    Ishihara, K.2
  • 17
    • 0003282120 scopus 로고    scopus 로고
    • Modeling of fabric effect on the cyclic loading response of granular soils
    • ASCE, Reston, Va
    • Dafalias, Y. F., and Manzari, M. T. (1999). "Modeling of fabric effect on the cyclic loading response of granular soils." Proc., 13th ASCE Engineering Mechanics Conf., ASCE, Reston, Va.
    • (1999) Proc., 13th ASCE Engineering Mechanics Conf.
    • Dafalias, Y.F.1    Manzari, M.T.2
  • 18
    • 0031645483 scopus 로고    scopus 로고
    • Posttriggering response of liquefied sand in the free field and near foundations
    • P. Dakoulas, M. Yegian, and R. D. Holtz, eds., ASCE Geotechnical Special Publ. No. 75, ASCE, Reston, Va
    • Dobry, R., and Abdoun, T. (1998). "Posttriggering response of liquefied sand in the free field and near foundations." Proc., Geotechnical Earthquake Engineering and Soil Dynamics III, P. Dakoulas, M. Yegian, and R. D. Holtz, eds., ASCE Geotechnical Special Publ. No. 75, Vol. 2, ASCE, Reston, Va., 270-300.
    • (1998) Proc., Geotechnical Earthquake Engineering and Soil Dynamics III , vol.2 , pp. 270-300
    • Dobry, R.1    Abdoun, T.2
  • 21
    • 0000412014 scopus 로고
    • Nonlinear analysis of stress and strain in soils
    • Duncan, J. M., and Chang, C. Y. (1970). "Nonlinear analysis of stress and strain in soils." J. Soil Mech. Found. Div., 96(5), 1629-1653.
    • (1970) J. Soil Mech. Found. Div. , vol.96 , Issue.5 , pp. 1629-1653
    • Duncan, J.M.1    Chang, C.Y.2
  • 23
    • 0003310618 scopus 로고
    • A strain space multiple mechanism model for cyclic behavior of sand and its application
    • Port and Harbor Research Institute, Ministry of Transport, Japan
    • Iai, S. (1991). "A strain space multiple mechanism model for cyclic behavior of sand and its application." Earthquake Engineering Research Note No. 43, Port and Harbor Research Institute, Ministry of Transport, Japan.
    • (1991) Earthquake Engineering Research Note No. 43
    • Iai, S.1
  • 24
    • 0031644323 scopus 로고    scopus 로고
    • Seismic analysis and performance of retaining structures
    • P. Dakoulas, M. Yegian, and R. D. Holtz, eds., Geotechnical Special Publ. No. 75, ASCE, Reston, Va
    • Iai, S. (1998). "Seismic analysis and performance of retaining structures." Proc., Geotechnical Earthquake Engineering and Soil Dynamics III. P. Dakoulas, M. Yegian, and R. D. Holtz, eds., Geotechnical Special Publ. No. 75, Vol. 2, ASCE, Reston, Va., 1020-1044.
    • (1998) Proc., Geotechnical Earthquake Engineering and Soil Dynamics III , vol.2 , pp. 1020-1044
    • Iai, S.1
  • 25
    • 0028167420 scopus 로고
    • The stable state in cyclic triaxial testing on sand
    • Ibsen, L. B. (1994). "The stable state in cyclic triaxial testing on sand." Soil Dyn. Earthquake Eng., 13, 63-72.
    • (1994) Soil Dyn. Earthquake Eng. , vol.13 , pp. 63-72
    • Ibsen, L.B.1
  • 26
    • 0016477434 scopus 로고
    • Undrained deformation and liquefaction of sand under cyclic stresses
    • Ishihara, K., Tatsuoka, F., and Yasuda, S. (1975). "Undrained deformation and liquefaction of sand under cyclic stresses." Soils Found., 15(1), 29-44.
    • (1975) Soils Found. , vol.15 , Issue.1 , pp. 29-44
    • Ishihara, K.1    Tatsuoka, F.2    Yasuda, S.3
  • 27
    • 84986777426 scopus 로고
    • On a class of models for the yielding behavior of continuous and composite systems
    • Iwan, W. D. (1967). "On a class of models for the yielding behavior of continuous and composite systems." J. Appl. Mech., 34, 612-617.
    • (1967) J. Appl. Mech. , vol.34 , pp. 612-617
    • Iwan, W.D.1
  • 28
    • 0027444078 scopus 로고
    • Nor-sand: A simple critical state model for sand
    • Jefferies, M. G. (1993). "Nor-sand: A simple critical state model for sand." Geotechnique, 43(1), 91-103.
    • (1993) Geotechnique , vol.43 , Issue.1 , pp. 91-103
    • Jefferies, M.G.1
  • 29
    • 0025397915 scopus 로고
    • Stress dilatancy and hardening laws for rigid granular model of sand
    • Kabilamany, K., and Ishihara, K. (1990). "Stress dilatancy and hardening laws for rigid granular model of sand." Soil Dyn. Earthquake Eng., 9(2), 66-77.
    • (1990) Soil Dyn. Earthquake Eng. , vol.9 , Issue.2 , pp. 66-77
    • Kabilamany, K.1    Ishihara, K.2
  • 30
    • 0001101814 scopus 로고
    • Hyperbolic stress-strain response: Cohesive soils
    • Kondner, R. L. (1963). "Hyperbolic stress-strain response: Cohesive soils." J. Soil Mech. Found. Div., 89(1), 115-143.
    • (1963) J. Soil Mech. Found. Div. , vol.89 , Issue.1 , pp. 115-143
    • Kondner, R.L.1
  • 35
    • 0034253834 scopus 로고    scopus 로고
    • Dilatancy for cohesionless soils
    • Li, X. S., and Dafalias, Y. F. (2000). "Dilatancy for cohesionless soils." Geotechnique, 50(4), 449-460.
    • (2000) Geotechnique , vol.50 , Issue.4 , pp. 449-460
    • Li, X.S.1    Dafalias, Y.F.2
  • 36
    • 0037795070 scopus 로고    scopus 로고
    • Constitutive modeling of flow liquefaction and cyclic mobility
    • K. Arulanandan, A. Anandarajah, and X. S. Li, eds., ASCE Geotechnical Special Publ. No. 110, ASCE, Reston, Va
    • Li, X. S., Ming, H. Y., and Cai, Z. Y. (2000). "Constitutive modeling of flow liquefaction and cyclic mobility." Computer simulation of earthquake effects, K. Arulanandan, A. Anandarajah, and X. S. Li, eds., ASCE Geotechnical Special Publ. No. 110, ASCE, Reston, Va., 81-98.
    • (2000) Computer Simulation of Earthquake Effects , pp. 81-98
    • Li, X.S.1    Ming, H.Y.2    Cai, Z.Y.3
  • 37
    • 0031171020 scopus 로고    scopus 로고
    • A critical state two-surface plasticity model for sands
    • Manzari, M. T., and Dafalias, Y. F. (1997). "A critical state two-surface plasticity model for sands." Geotechnique, 49(2), 252-272.
    • (1997) Geotechnique , vol.49 , Issue.2 , pp. 252-272
    • Manzari, M.T.1    Dafalias, Y.F.2
  • 38
    • 49949145407 scopus 로고
    • On the description of anisotropic work hardening
    • Mroz, Z. (1967). "On the description of anisotropic work hardening." J. Mech. Phys. Solids. 15, 163-175.
    • (1967) J. Mech. Phys. Solids , vol.15 , pp. 163-175
    • Mroz, Z.1
  • 39
    • 0028167224 scopus 로고
    • A fully coupled nonlinear dynamic analysis procedure and its verification using centrifuge test results
    • Muraleetharan, K. K., Mish, K. D., and Arulanandan, K. (1994). "A fully coupled nonlinear dynamic analysis procedure and its verification using centrifuge test results." Int. J. Numer Analyt. Meth. Geomech., 18, 305-325.
    • (1994) Int. J. Numer Analyt. Meth. Geomech. , vol.18 , pp. 305-325
    • Muraleetharan, K.K.1    Mish, K.D.2    Arulanandan, K.3
  • 40
    • 0004010169 scopus 로고
    • National Research Council. Report, Committee on Earthquake Engineering, National Research Council, National Academics Press, Washington, D.C
    • National Research Council. (1985). "Liquefaction of soils during earthquakes." Report, Committee on Earthquake Engineering, National Research Council, National Academics Press, Washington, D.C.
    • (1985) Liquefaction of Soils During Earthquakes
  • 41
    • 0020019193 scopus 로고
    • Influence of fabric on liquefaction and densification potential of cohesionless sand
    • Nemat-Nasser, S., and Tobita, Y. (1982). "Influence of fabric on liquefaction and densification potential of cohesionless sand." Mech. Mater., 1, 43-62.
    • (1982) Mech. Mater. , vol.1 , pp. 43-62
    • Nemat-Nasser, S.1    Tobita, Y.2
  • 44
    • 0002458433 scopus 로고
    • A generalized plasticity hirarchical model for sand under monotonic and cyclic loading
    • G. N. Pande and W. F. Van Impe, eds., Jackson and Son, Ghent, Belgium
    • Pastor, M., and Zienkiewicz, O. C. (1986). "A generalized plasticity hirarchical model for sand under monotonic and cyclic loading." Proc., 2nd Int. Symp. on Numerical Models in Geomechanics, G. N. Pande and W. F. Van Impe, eds., Jackson and Son, Ghent, Belgium, 131-150.
    • (1986) Proc., 2nd Int. Symp. on Numerical Models in Geomechanics , pp. 131-150
    • Pastor, M.1    Zienkiewicz, O.C.2
  • 45
    • 0021834359 scopus 로고
    • A simple plasticity theory for frictional cohesionless soils
    • Prevost, J. H. (1985). "A simple plasticity theory for frictional cohesionless soils." Soil Dyn. Earthquake Eng., 4(1), 9-17.
    • (1985) Soil Dyn. Earthquake Eng. , vol.4 , Issue.1 , pp. 9-17
    • Prevost, J.H.1
  • 47
    • 0018435234 scopus 로고
    • Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes
    • Seed, H. B. (1979). "Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes." J. Geotech. Eng., 105(2), 201-255.
    • (1979) J. Geotech. Eng. , vol.105 , Issue.2 , pp. 201-255
    • Seed, H.B.1
  • 48
    • 0000533785 scopus 로고
    • Liquefaction of saturated sands during cyclic loading
    • Seed, H. B., and Lee, K. L. (1966). "Liquefaction of saturated sands during cyclic loading." J. Soil Mech. Found. Div., 92(6), 105-134.
    • (1966) J. Soil Mech. Found. Div. , vol.92 , Issue.6 , pp. 105-134
    • Seed, H.B.1    Lee, K.L.2
  • 51
    • 0001689179 scopus 로고
    • A cyclic elasto-plastic model for sand and its application under various stress conditions
    • Balkema, Rotterdam, The Netherlands
    • Tateishi, A., Taguchi, Y., Oka, F., and Yashima, A. (1995). "A cyclic elasto-plastic model for sand and its application under various stress conditions." Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering, Balkema, Rotterdam, The Netherlands, 1, 399-404.
    • (1995) Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering , vol.1 , pp. 399-404
    • Tateishi, A.1    Taguchi, Y.2    Oka, F.3    Yashima, A.4
  • 52
    • 0025431435 scopus 로고
    • Bounding surface hypoplasticity model for sand
    • Wang, Z. L., Dafalias, Y. F., and Shen, C. K. (1990). "Bounding surface hypoplasticity model for sand." J. Eng. Mech., 116(5), 983-1001.
    • (1990) J. Eng. Mech. , vol.116 , Issue.5 , pp. 983-1001
    • Wang, Z.L.1    Dafalias, Y.F.2    Shen, C.K.3


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