메뉴 건너뛰기




Volumn 44, Issue 1, 2007, Pages 67-77

Elastoplastic model for unsaturated soil with incorporation of the soil-water characteristic curve

Author keywords

Elastoplastic model; Matric suction; Mini suction probe; Soil water characteristic curve; Unsaturated soil; Yield surface

Indexed keywords

COMPRESSIBILITY; COMPUTER SIMULATION; CONSOLIDATION; ELASTOPLASTICITY; PORE PRESSURE; STIFFNESS;

EID: 34249878504     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T06-091     Document Type: Article
Times cited : (77)

References (40)
  • 1
    • 0025620943 scopus 로고
    • A constitutive model for partially saturated soils
    • Alonso, E.E., Gens, A., and Josa, A. 1990. A constitutive model for partially saturated soils. Géotechnique, 40: 405-430.
    • (1990) Géotechnique , vol.40 , pp. 405-430
    • Alonso, E.E.1    Gens, A.2    Josa, A.3
  • 4
    • 0037294582 scopus 로고    scopus 로고
    • Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction
    • Blatz, J.A., and Graham, J. 2003. Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction. Géotechnique, 53: 113-122.
    • (2003) Géotechnique , vol.53 , pp. 113-122
    • Blatz, J.A.1    Graham, J.2
  • 5
    • 0030165092 scopus 로고    scopus 로고
    • Elastoplastic soil constitutive laws generalized to partially saturated states
    • Bolzon, G., Schrefler, B.A., and Zienkiewicz, O.C. 1996. Elastoplastic soil constitutive laws generalized to partially saturated states. Géotechnique, 46: 279-289.
    • (1996) Géotechnique , vol.46 , pp. 279-289
    • Bolzon, G.1    Schrefler, B.A.2    Zienkiewicz, O.C.3
  • 6
    • 0345376840 scopus 로고    scopus 로고
    • A state-dependent elasto-plastic model for saturated and unsaturated soils
    • Chiu, C.F., and Ng, C.W.W. 2003. A state-dependent elasto-plastic model for saturated and unsaturated soils. Géotechnique, 53: 809-829.
    • (2003) Géotechnique , vol.53 , pp. 809-829
    • Chiu, C.F.1    Ng, C.W.W.2
  • 7
    • 0030169959 scopus 로고    scopus 로고
    • Yielding and plastic behaviour of unsaturated compacted silt
    • Cui, Y.J., and Delage, P. 1996. Yielding and plastic behaviour of unsaturated compacted silt. Géotechnique, 46: 291-311.
    • (1996) Géotechnique , vol.46 , pp. 291-311
    • Cui, Y.J.1    Delage, P.2
  • 8
    • 34249868154 scopus 로고    scopus 로고
    • Delage, P., and Graham, J. 1995. Understanding the behaviour of unsaturated soils requires reliable conceptual models. State-of-art report, section 1, soil properties. In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. 3, pp. 1223-1256.
    • Delage, P., and Graham, J. 1995. Understanding the behaviour of unsaturated soils requires reliable conceptual models. State-of-art report, section 1, soil properties. In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. Vol. 3, pp. 1223-1256.
  • 11
    • 0028480750 scopus 로고
    • Equations for the soil-water characteristic curve
    • Fredlund, D.G., and Xing, A. 1994. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4): 521-532.
    • (1994) Canadian Geotechnical Journal , vol.31 , Issue.4 , pp. 521-532
    • Fredlund, D.G.1    Xing, A.2
  • 13
    • 0030157748 scopus 로고    scopus 로고
    • The relationship of the unsaturated soil shear strength to the soil-water characteristic curve
    • Fredlund, D.G., Xing, A., Fredlund, M.D, and Barbour, S.L. 1996. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve. Canadian Geotechnical Journal, 33(3): 440-448.
    • (1996) Canadian Geotechnical Journal , vol.33 , Issue.3 , pp. 440-448
    • Fredlund, D.G.1    Xing, A.2    Fredlund, M.D.3    Barbour, S.L.4
  • 14
    • 0037293574 scopus 로고    scopus 로고
    • An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour
    • Gallipoli, D., Gens, A., Sharma, R., and Vaunat, J. 2003. An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique, 53: 123-135.
    • (2003) Géotechnique , vol.53 , pp. 123-135
    • Gallipoli, D.1    Gens, A.2    Sharma, R.3    Vaunat, J.4
  • 15
    • 0027079233 scopus 로고
    • A framework for the behaviour of unsaturated expansive clays
    • Gens, A., and Alonso, E.E. 1992. A framework for the behaviour of unsaturated expansive clays. Canadian Geotechnical Journal, 29(6): 1013-1032.
    • (1992) Canadian Geotechnical Journal , vol.29 , Issue.6 , pp. 1013-1032
    • Gens, A.1    Alonso, E.E.2
  • 16
    • 0020229861 scopus 로고
    • A theoretical model for describing the behaviour of soils not obeying Rendulic's principle
    • September, Edited by R.R. Dungar, G.N. Pande, and J.A. Studer. A.A. Balkema, Rotterdam, The Netherlands. pp
    • Gens, A., and Potts, D.M. 1982. A theoretical model for describing the behaviour of soils not obeying Rendulic's principle. In Proceedings of the 1st Symposium on Numerical Models in Geomechanics, Zurich, 13-17 September 1982. Edited by R.R. Dungar, G.N. Pande, and J.A. Studer. A.A. Balkema, Rotterdam, The Netherlands. pp. 24-32.
    • (1982) Proceedings of the 1st Symposium on Numerical Models in Geomechanics, Zurich, 13-17 , pp. 24-32
    • Gens, A.1    Potts, D.M.2
  • 17
    • 34249902731 scopus 로고    scopus 로고
    • Graham, J., Wiebe, B., Tang, X., and Onofrei, C. 1995. Strength and stiffness of unsaturated sand-bentonite buffer. In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. pp. 89-94.
    • Graham, J., Wiebe, B., Tang, X., and Onofrei, C. 1995. Strength and stiffness of unsaturated sand-bentonite "buffer". In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. pp. 89-94.
  • 18
    • 0001028289 scopus 로고
    • John Wiley and Sons, Inc, New York
    • Head, K.H. 1986. Manual of soil laboratory testing. John Wiley and Sons, Inc., New York. Vol. 3, pp. 942-945.
    • (1986) Manual of soil laboratory testing , vol.3 , pp. 942-945
    • Head, K.H.1
  • 24
    • 0002752185 scopus 로고    scopus 로고
    • Mechanical behavior of an unsaturated dynamically compacted silty sand
    • Rampino, C., Macuso, C., and Vinale, F. 1999. Mechanical behavior of an unsaturated dynamically compacted silty sand. Italian Geotechnical Journal, 33(2): 26-39.
    • (1999) Italian Geotechnical Journal , vol.33 , Issue.2 , pp. 26-39
    • Rampino, C.1    Macuso, C.2    Vinale, F.3
  • 25
    • 0034253136 scopus 로고    scopus 로고
    • Experimental behaviour and modelling of an unsaturated compacted soil
    • Rampino, C., Macuso, C., and Vinale, F. 2000. Experimental behaviour and modelling of an unsaturated compacted soil. Canadian Geotechnical Journal, 37(4): 748-763.
    • (2000) Canadian Geotechnical Journal , vol.37 , Issue.4 , pp. 748-763
    • Rampino, C.1    Macuso, C.2    Vinale, F.3
  • 26
    • 34249717158 scopus 로고    scopus 로고
    • A triaxial constitutive model for unsaturated soils
    • Edited by L. Vulliet, L. Laloui, and B.A. Schrefler. EPFL Press, Lausanne, Switzerland. pp
    • Robles, J., and Elorza, F.J. 2002. A triaxial constitutive model for unsaturated soils. In Environmental geomechanics. Edited by L. Vulliet, L. Laloui, and B.A. Schrefler. EPFL Press, Lausanne, Switzerland. pp. 207-213.
    • (2002) Environmental geomechanics , pp. 207-213
    • Robles, J.1    Elorza, F.J.2
  • 27
    • 0002724115 scopus 로고
    • On the generalized stress-strain behaviour of wet clay
    • Edited by J. Heyman and F.A. Leckie. Cambridge University, Cambridge, UK. pp
    • Roscoe, K.H., and Burland, J.B. 1968. On the generalized stress-strain behaviour of wet clay. In Engineering plasticity. Edited by J. Heyman and F.A. Leckie. Cambridge University, Cambridge, UK. pp. 535-609.
    • (1968) Engineering plasticity , pp. 535-609
    • Roscoe, K.H.1    Burland, J.B.2
  • 30
    • 0036025547 scopus 로고    scopus 로고
    • A possible elastic-plastic framework for unsaturated soils with high-plasticity
    • Tang, G.X., and Graham, J. 2002. A possible elastic-plastic framework for unsaturated soils with high-plasticity. Canadian Geotechnical Journal, 39(4): 894-907.
    • (2002) Canadian Geotechnical Journal , vol.39 , Issue.4 , pp. 894-907
    • Tang, G.X.1    Graham, J.2
  • 31
    • 0029416131 scopus 로고
    • Analysis of coupled heat and moisture and air transfer in a deformable unsaturated soil
    • Thomas, H.R., and He, Y. 1994. Analysis of coupled heat and moisture and air transfer in a deformable unsaturated soil. Géotechnique, 44: 677-689.
    • (1994) Géotechnique , vol.44 , pp. 677-689
    • Thomas, H.R.1    He, Y.2
  • 32
    • 0001381791 scopus 로고
    • A framework for unsaturated soil behaviour
    • Toll, D.G. 1990. A framework for unsaturated soil behaviour. Géotechnique, 40: 31-44.
    • (1990) Géotechnique , vol.40 , pp. 31-44
    • Toll, D.G.1
  • 33
    • 0001803581 scopus 로고    scopus 로고
    • A data acquisition and control system for geotechnical testing
    • Edited by B. Kumar and B.H.V. Topping. Civil-Comp Press, Edinburgh, Scotland. pp
    • Toll, D.G. 1999. A data acquisition and control system for geotechnical testing. In Computing developments in civil and structural engineering. Edited by B. Kumar and B.H.V. Topping. Civil-Comp Press, Edinburgh, Scotland. pp. 237-242.
    • (1999) Computing developments in civil and structural engineering , pp. 237-242
    • Toll, D.G.1
  • 35
    • 0036009679 scopus 로고    scopus 로고
    • A study of critical state on an unsaturated silty soil
    • Wang, Q., Pufahl, D.E., and Fredlund, D.G. 2002. A study of critical state on an unsaturated silty soil. Canadian Geotechnical Journal, 39(1): 213-218.
    • (2002) Canadian Geotechnical Journal , vol.39 , Issue.1 , pp. 213-218
    • Wang, Q.1    Pufahl, D.E.2    Fredlund, D.G.3
  • 36
    • 0029749405 scopus 로고    scopus 로고
    • Inclusion of specific water volume within an elasto-plastic model for unsaturated soil
    • Wheeler, S.J. 1996. Inclusion of specific water volume within an elasto-plastic model for unsaturated soil. Canadian Geotechnical Journal, 33(1): 42-57.
    • (1996) Canadian Geotechnical Journal , vol.33 , Issue.1 , pp. 42-57
    • Wheeler, S.J.1
  • 37
    • 34249864739 scopus 로고    scopus 로고
    • Wheeler, S.J., and Karube, D. 1995. State of the art report: constitutive modeling. In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. 3, pp. 1323-1356.
    • Wheeler, S.J., and Karube, D. 1995. State of the art report: constitutive modeling. In Proceedings of the 1st International Conference on Unsaturated Soils, Paris. Edited by E.E. Alonso and P. Delage. A.A. Balkema, Rotterdam, The Netherlands. Vol. 3, pp. 1323-1356.
  • 38
    • 0027797007 scopus 로고
    • Development and application of a critical state model for unsaturated soil
    • July, Edited by G.T. Houlsby and A.N. Schofield. Thomas Telford, London, UK. pp
    • Wheeler, S.J., and Sivakumar, V. 1993. Development and application of a critical state model for unsaturated soil. In Predictive Soil Mechanics: Proceedings of the Wroth Memorial Symposium, Oxford, 27-29 July 1992. Edited by G.T. Houlsby and A.N. Schofield. Thomas Telford, London, UK. pp. 709-728.
    • (1992) Predictive Soil Mechanics: Proceedings of the Wroth Memorial Symposium, Oxford, 27-29 , pp. 709-728
    • Wheeler, S.J.1    Sivakumar, V.2
  • 39
    • 0028974913 scopus 로고
    • An elasto-plastic critical state framework for unsaturated soil
    • Wheeler, S.J., and Sivakumar, V. 1995. An elasto-plastic critical state framework for unsaturated soil. Géotechnique, 45: 35-53.
    • (1995) Géotechnique , vol.45 , pp. 35-53
    • Wheeler, S.J.1    Sivakumar, V.2
  • 40
    • 0037294709 scopus 로고    scopus 로고
    • Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soil
    • Wheeler, S.J., Sharma, R.S., and Buisson, M.S.R. 2003. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soil. Géotechnique, 53: 41-54.
    • (2003) Géotechnique , vol.53 , pp. 41-54
    • Wheeler, S.J.1    Sharma, R.S.2    Buisson, M.S.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.