메뉴 건너뛰기




Volumn 126, Issue 1, 2000, Pages 112-119

Application of Lade's criterion to Cam-clay model

Author keywords

[No Author keywords available]

Indexed keywords

ELASTOPLASTICITY; FAILURE ANALYSIS; MATHEMATICAL MODELS; SHEAR STRESS; STRAIN;

EID: 0342472149     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2000)126:1(112)     Document Type: Article
Times cited : (110)

References (20)
  • 1
    • 0026972784 scopus 로고
    • Fine Ottawa sand: Experimental behavior and theoretical predictions
    • ASCE
    • Dakoulas, P., and Sun, Y. (1992). "Fine Ottawa sand: Experimental behavior and theoretical predictions." J. Geotech. Engrg., ASCE, 118(12), 1906-1923.
    • (1992) J. Geotech. Engrg. , vol.118 , Issue.12 , pp. 1906-1923
    • Dakoulas, P.1    Sun, Y.2
  • 2
    • 0020799419 scopus 로고
    • Piecewise linear yield criteria in invariant form
    • ASCE
    • Haythornthwaite, R. M. (1983). "Piecewise linear yield criteria in invariant form." J. Engrg. Mech., ASCE, 109(4), 1016-1022.
    • (1983) J. Engrg. Mech. , vol.109 , Issue.4 , pp. 1016-1022
    • Haythornthwaite, R.M.1
  • 3
    • 0017945989 scopus 로고
    • Yielding of overconsolidated sand and liquefaction model under cyclic stresses
    • Tokyo
    • Ishihara, K., and Okada, S. (1978). "Yielding of overconsolidated sand and liquefaction model under cyclic stresses." Soils and Found., Tokyo, 18(1), 57-72.
    • (1978) Soils and Found. , vol.18 , Issue.1 , pp. 57-72
    • Ishihara, K.1    Okada, S.2
  • 4
    • 0001367003 scopus 로고    scopus 로고
    • Family of invariant stress surfaces
    • ASCE
    • Krenk, S. (1996). "Family of invariant stress surfaces." J. Engrg. Mech., ASCE, 122(3), 201-208.
    • (1996) J. Engrg. Mech. , vol.122 , Issue.3 , pp. 201-208
    • Krenk, S.1
  • 5
    • 0017722509 scopus 로고
    • Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface
    • Lade, P. V. (1977). "Elasto-plastic stress-strain theory for cohesionless soil with curved yield surface." Int. J. Solids and Struct., 13, 1019-1035.
    • (1977) Int. J. Solids and Struct. , vol.13 , pp. 1019-1035
    • Lade, P.V.1
  • 6
    • 2042516548 scopus 로고
    • Stress-strain theory for normally consolidated clay
    • Aachen, ed., Balkema
    • Lade, P. V. (1979). "Stress-strain theory for normally consolidated clay." Proc., 3rd Int. Conf. Numer. Methods in Geomechanics, Aachen, ed., Balkema, 1352-1337.
    • (1979) Proc., 3rd Int. Conf. Numer. Methods in Geomechanics , pp. 1352-11337
    • Lade, P.V.1
  • 7
    • 0025389909 scopus 로고
    • Single-hardening model with application to NC clay
    • ASCE
    • Lade, P. V. (1990). "Single-hardening model with application to NC clay." J. Geotech. Engrg., ASCE, 116(3), 394-414.
    • (1990) J. Geotech. Engrg. , vol.116 , Issue.3 , pp. 394-414
    • Lade, P.V.1
  • 8
    • 0016568353 scopus 로고
    • Elastoplastic stress-strain theory for cohesionless soil
    • ASCE
    • Lade, P. V., and Duncan, J. M. (1975). "Elastoplastic stress-strain theory for cohesionless soil." J. Geotech. Engrg. Div., ASCE, 101(10), 1037-1053.
    • (1975) J. Geotech. Engrg. Div. , vol.101 , Issue.10 , pp. 1037-1053
    • Lade, P.V.1    Duncan, J.M.2
  • 9
    • 0029416381 scopus 로고
    • Single hardening constitutive model for soil, rock and concrete
    • Lade, P. Y., and Kim, M. K. (1995). "Single hardening constitutive model for soil, rock and concrete." Int. J. Solids and Struct., 32, 1963-1978.
    • (1995) Int. J. Solids and Struct. , vol.32 , pp. 1963-1978
    • Lade, P.Y.1    Kim, M.K.2
  • 10
    • 0017931419 scopus 로고
    • Three-dimensional behavior of remolded clay
    • ASCE
    • Lade, P. V., and Musante, H. M. (1978). "Three-dimensional behavior of remolded clay." J. Geotech. Engrg. Div., ASCE, 104(2), 193-209.
    • (1978) J. Geotech. Engrg. Div. , vol.104 , Issue.2 , pp. 193-209
    • Lade, P.V.1    Musante, H.M.2
  • 11
    • 0016352892 scopus 로고
    • Stress-deformation and strength characteristics of soil under three difference principal stresses
    • Matsuoka, H., and Nakai, T. (1974). "Stress-deformation and strength characteristics of soil under three difference principal stresses." Proc., JSCE, 232, 59-70.
    • (1974) Proc., JSCE , vol.232 , pp. 59-70
    • Matsuoka, H.1    Nakai, T.2
  • 12
    • 0021386010 scopus 로고
    • Stress strain characteristics of sand in a particle-crushing region
    • Tokyo
    • Miura, N., Murata, H., and Yasufuku, N. (1984). "Stress strain characteristics of sand in a particle-crushing region." Soils and Found., Tokyo, 24(1), 77-89.
    • (1984) Soils and Found. , vol.24 , Issue.1 , pp. 77-89
    • Miura, N.1    Murata, H.2    Yasufuku, N.3
  • 13
    • 0024621089 scopus 로고
    • An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses
    • Tokyo
    • Nakai, T. (1989). "An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses." Soils and Found., Tokyo, 29(1), 119-137.
    • (1989) Soils and Found. , vol.29 , Issue.1 , pp. 119-137
    • Nakai, T.1
  • 14
    • 0040191996 scopus 로고
    • Analysis of plane strain tests on normally consolidated clay by an elastoplastic constitutive model
    • JGS, Niigata, in Japanese
    • Nakai, T., Tsuzuki, K., Ishikawa, K., and Miyake, M. (1987). "Analysis of plane strain tests on normally consolidated clay by an elastoplastic constitutive model." Proc., 22th Japan Nat. Conf. on Soil Mech. and Found. Engrg., JGS, Niigata, 1, 419-420 (in Japanese).
    • (1987) Proc., 22th Japan Nat. Conf. on Soil Mech. and Found. Engrg. , vol.1 , pp. 419-420
    • Nakai, T.1    Tsuzuki, K.2    Ishikawa, K.3    Miyake, M.4
  • 16
    • 84978857333 scopus 로고
    • Yielding of clay in states wetter than critical
    • London
    • Roscoe, K. H., Schofield, A. N., and Thurairajah, A. (1963). "Yielding of clay in states wetter than critical." Géotechnique, London, 13(3), 211-240.
    • (1963) Géotechnique , vol.13 , Issue.3 , pp. 211-240
    • Roscoe, K.H.1    Schofield, A.N.2    Thurairajah, A.3
  • 18
    • 0024720773 scopus 로고
    • Smooth limit surfaces for metals, concrete, and geotechnical materials
    • ASCE
    • Schreyer, H. L. (1989). "Smooth limit surfaces for metals, concrete, and geotechnical materials." J. Engrg. Mech., ASCE, 115(9), 1960-1975.
    • (1989) J. Engrg. Mech. , vol.115 , Issue.9 , pp. 1960-1975
    • Schreyer, H.L.1
  • 19
    • 0022250280 scopus 로고
    • Soil mechanics-property characterization and analysis procedures
    • ISSMFE, San Francisco, Calif.
    • Wroth, C. P., and Houlsby, G. T. (1985). "Soil mechanics-property characterization and analysis procedures." Proc., 11th Int. Conf. Soil Mech. and Found. Engrg., ISSMFE, San Francisco, Calif., 1, 1-55.
    • (1985) Proc., 11th Int. Conf. Soil Mech. and Found. Engrg. , vol.1 , pp. 1-55
    • Wroth, C.P.1    Houlsby, G.T.2
  • 20
    • 0002442531 scopus 로고
    • Some useful forms of isotropic yield surface for soil and rock mechanics
    • G. Gudehus, ed., Wiley, London
    • Zienkiewicz, O. C., and Pande, G. N. (1977). "Some useful forms of isotropic yield surface for soil and rock mechanics." Finite elements in geomechanics, G. Gudehus, ed., Wiley, London, 179-190.
    • (1977) Finite Elements in Geomechanics , pp. 179-190
    • Zienkiewicz, O.C.1    Pande, G.N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.