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Volumn 43, Issue 11-12, 2006, Pages 3613-3625

A simple BEM formulation for poroelasticity via particular integrals

Author keywords

BEM; Elastostatic; Particular integrals; Poroelasticity; Potential flow; Soil consolidation

Indexed keywords

BOUNDARY ELEMENT METHOD; ELASTICITY; PORE PRESSURE; POTENTIAL FLOW; PRESSURE EFFECTS; SOILS;

EID: 33646068380     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2005.09.008     Document Type: Article
Times cited : (9)

References (17)
  • 3
    • 0345643551 scopus 로고
    • General theory of three-dimensional consolidation
    • Biot M.A. General theory of three-dimensional consolidation. J. Appl. Phys. 12 (1941) 155-164
    • (1941) J. Appl. Phys. , vol.12 , pp. 155-164
    • Biot, M.A.1
  • 4
    • 0021371076 scopus 로고
    • Boundary integral equation method for linear porous elasticity with application to soil consolidation
    • Cheng A.H.-D., and Liggett J.A. Boundary integral equation method for linear porous elasticity with application to soil consolidation. Int. J. Numer. Meth. Engng. 20 (1984) 255-278
    • (1984) Int. J. Numer. Meth. Engng. , vol.20 , pp. 255-278
    • Cheng, A.H.-D.1    Liggett, J.A.2
  • 5
    • 0024163761 scopus 로고
    • A direct boundary element method for plane strain poroelasticity
    • Cheng A.H.-D., and Detournay E. A direct boundary element method for plane strain poroelasticity. Int. J. Numer. Anal. Meth. Geomech. 12 (1988) 551-572
    • (1988) Int. J. Numer. Anal. Meth. Geomech. , vol.12 , pp. 551-572
    • Cheng, A.H.-D.1    Detournay, E.2
  • 6
    • 0028977306 scopus 로고
    • Boundary element method for dynamic poroelastic and thermoelastic analyses
    • Chen J., and Dargush G.F. Boundary element method for dynamic poroelastic and thermoelastic analyses. Int. J. Solids Struct. 32 (1995) 2259-2278
    • (1995) Int. J. Solids Struct. , vol.32 , pp. 2259-2278
    • Chen, J.1    Dargush, G.F.2
  • 7
    • 33646031157 scopus 로고    scopus 로고
    • Chopra, M.B., 1992. Linear and nonlinar analysis of axisymmetric problems in thermomechanics and soil consolidation. Ph.D. dissertation, State University of New York at Buffalo, Buffalo, New York.
  • 8
    • 0024751264 scopus 로고
    • A time domain boundary element method for poroelasticity
    • Dargush G.F., and Banerjee P.K. A time domain boundary element method for poroelasticity. Int. J. Numer. Meth. Engng. 28 (1989) 2423-2449
    • (1989) Int. J. Numer. Meth. Engng. , vol.28 , pp. 2423-2449
    • Dargush, G.F.1    Banerjee, P.K.2
  • 9
    • 85002373722 scopus 로고
    • A new boundary element method for three-dimensional coupled problems of consolidation and thermoelasticity
    • Dargush G.F., and Banerjee P.K. A new boundary element method for three-dimensional coupled problems of consolidation and thermoelasticity. J. Appl. Mech., ASME 58 (1991) 28-36
    • (1991) J. Appl. Mech., ASME , vol.58 , pp. 28-36
    • Dargush, G.F.1    Banerjee, P.K.2
  • 10
    • 0001162430 scopus 로고
    • A boundary element method for axisymmetric soil consolidation
    • Dargush G.F., and Banerjee P.K. A boundary element method for axisymmetric soil consolidation. Int. J. Solids Struct. 27 (1991) 897-915
    • (1991) Int. J. Solids Struct. , vol.27 , pp. 897-915
    • Dargush, G.F.1    Banerjee, P.K.2
  • 11
    • 0001692952 scopus 로고
    • Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base
    • Gibson R.E., Schffman R.L., and Pu S.L. Plane strain and axially symmetric consolidation of a clay layer on a smooth impervious base. Quart. J. Mech. Appl. Math. XXIII (1970) 505-520
    • (1970) Quart. J. Mech. Appl. Math. , vol.XXIII , pp. 505-520
    • Gibson, R.E.1    Schffman, R.L.2    Pu, S.L.3
  • 12
    • 0024071433 scopus 로고
    • A new boundary element formulation for two- and three-dimensional thermoelasticity using particular integrals
    • Henry Jr. D.P., and Banerjee P.K. A new boundary element formulation for two- and three-dimensional thermoelasticity using particular integrals. Int. J. Numer. Meth. Engng. 26 (1988) 2061-2078
    • (1988) Int. J. Numer. Meth. Engng. , vol.26 , pp. 2061-2078
    • Henry Jr., D.P.1    Banerjee, P.K.2
  • 13
    • 85025052253 scopus 로고
    • Consolidation des sols (etude mathematique)
    • Mandel J. Consolidation des sols (etude mathematique). Geotechnique 3 (1953) 287-299
    • (1953) Geotechnique , vol.3 , pp. 287-299
    • Mandel, J.1
  • 14
    • 0037053210 scopus 로고    scopus 로고
    • Two- and three-dimensional soil consolidation by BEM via particular integral
    • Park K.H., and Banerjee P.K. Two- and three-dimensional soil consolidation by BEM via particular integral. Comput. Meth. Appl. Mech. Engng. 191 (2002) 3233-3255
    • (2002) Comput. Meth. Appl. Mech. Engng. , vol.191 , pp. 3233-3255
    • Park, K.H.1    Banerjee, P.K.2
  • 15
    • 0037150392 scopus 로고    scopus 로고
    • Two- and three-dimensional transient thermoelastic analysis by BEM via particular integral
    • Park K.H., and Banerjee P.K. Two- and three-dimensional transient thermoelastic analysis by BEM via particular integral. Int. J. Solids Struct. 39 (2002) 2871-2892
    • (2002) Int. J. Solids Struct. , vol.39 , pp. 2871-2892
    • Park, K.H.1    Banerjee, P.K.2
  • 17
    • 33646041579 scopus 로고    scopus 로고
    • Wang, C.B., 1995. Advanced development of boundary element method in material nonlinear analysis. Ph.D. dissertation, State University of New York at Buffalo, Buffalo, New York.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.