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Volumn 13, Issue 5, 2013, Pages 514-526

Numerical modeling of piles in collapsible soil subjected to inundation

Author keywords

Collapsible soil; Drag load; Failure; Inundation; Negative skin friction; Numerical modeling; Pile foundation; Plaxis software; Unsaturated soils

Indexed keywords

COMPUTER SYSTEM RECOVERY; FLOODS; FRICTION; NUMERICAL MODELS; PILE FOUNDATIONS; SKIN FRICTION; SOIL MOISTURE; SOIL TESTING;

EID: 84884292730     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GM.1943-5622.0000235     Document Type: Article
Times cited : (27)

References (25)
  • 1
    • 33845521035 scopus 로고    scopus 로고
    • Study of the infiltration of water through collapsible soil
    • ASCE, Reston, VA
    • Abdrabbo, F. M., and Abdelaziz, T. M. (2006). "Study of the infiltration of water through collapsible soil." Proc., 4th Int. Conf. Unsaturated Soils, Vol. 147, ASCE, Reston, VA, 1049-1060.
    • (2006) Proc., 4th Int. Conf. Unsaturated Soils , vol.147 , pp. 1049-1060
    • Abdrabbo, F.M.1    Abdelaziz, T.M.2
  • 2
    • 33745809804 scopus 로고    scopus 로고
    • Modelling the bearing capacity of displacement piles in sand
    • Broere, W., and van Tol, A. F. (2006). "Modelling the bearing capacity of displacement piles in sand." Proc., Geotech. Eng., 159(3), 195-206.
    • (2006) Proc., Geotech. Eng. , vol.159 , Issue.3 , pp. 195-206
    • Broere, W.1    van Tol, A.F.2
  • 3
    • 0024773019 scopus 로고
    • Strength and deformation of partly saturated soils
    • Rio de Janerio, Brazil, Taylor & Francis
    • Escario, V., and Juca, J. (1989). "Strength and deformation of partly saturated soils." Proc., 12th Int. Conf. Soil Mech. Found. Eng., Vol. 3, Rio de Janerio, Brazil, Taylor & Francis, 43-46.
    • (1989) Proc., 12th Int. Conf. Soil Mech. Found. Eng. , vol.3 , pp. 43-46
    • Escario, V.1    Juca, J.2
  • 4
    • 0000993533 scopus 로고
    • Scale effect in 1g model tests on horizontally loaded piles
    • San Francisco, Taylor & Francis
    • Franke, E., and Muth, G. (1985). "Scale effect in 1g model tests on horizontally loaded piles." Proc., 11th Int. Conf. Soil Mech. Found. Eng., Vol. 2, San Francisco, Taylor & Francis, 1011-1014.
    • (1985) Proc., 11th Int. Conf. Soil Mech. Found. Eng. , vol.2 , pp. 1011-1014
    • Franke, E.1    Muth, G.2
  • 5
    • 33144476845 scopus 로고    scopus 로고
    • Unsaturated soil mechanics in engineering practice
    • Fredlund, D. G. (2006). "Unsaturated soil mechanics in engineering practice." J. Geotech. Geoenviron. Eng., 132(3), 286-321.
    • (2006) J. Geotech. Geoenviron. Eng. , vol.132 , Issue.3 , pp. 286-321
    • Fredlund, D.G.1
  • 6
    • 84865169045 scopus 로고    scopus 로고
    • The shear strength of unsaturated tropical soils in Ouro Perto, Brazil
    • Unsaturated Soil, ASCE, Reston, VA
    • Futai, M. M., Almeida, M. S. S., and Lacerda, W. A. (2006). "The shear strength of unsaturated tropical soils in Ouro Perto, Brazil." Proc., 4th Int. Conf. Unsaturated Soil, ASCE, Reston, VA, Vol. 147, 1201-1211.
    • (2006) Proc., 4th Int. Conf. , vol.147 , pp. 1201-1211
    • Futai, M.M.1    Almeida, M.S.S.2    Lacerda, W.A.3
  • 7
    • 0024034197 scopus 로고
    • Multistage direct shear testing of unsaturated soils
    • Gan, J. K. M., and Fredlund, D. G. (1988). "Multistage direct shear testing of unsaturated soils." ASTM Geotech. Test. J., 11(2), 132-138.
    • (1988) ASTM Geotech. Test. J. , vol.11 , Issue.2 , pp. 132-138
    • Gan, J.K.M.1    Fredlund, D.G.2
  • 8
    • 24944560360 scopus 로고    scopus 로고
    • Threedimensional constitutive model for partially and fully saturated soils
    • Georgiadis, K., Potts, D. M., and Zdravkovic, L. (2005). "Threedimensional constitutive model for partially and fully saturated soils." Int. J. Geomech., 5(3), 244-255.
    • (2005) Int. J. Geomech. , vol.5 , Issue.3 , pp. 244-255
    • Georgiadis, K.1    Potts, D.M.2    Zdravkovic, L.3
  • 10
    • 54249161418 scopus 로고    scopus 로고
    • Shear strength and shear-induced volume change behavior of unsaturated soils from a triaxial test program
    • Houston, S., Perez-Garcia, N., and Houston, W. (2008). "Shear strength and shear-induced volume change behavior of unsaturated soils from a triaxial test program." J. Geotech. Geoenviron. Eng., 134(11), 1619- 1633.
    • (2008) J. Geotech. Geoenviron. Eng. , vol.134 , Issue.11
    • Houston, S.1    Perez-Garcia, N.2    Houston, W.3
  • 11
    • 0000602747 scopus 로고
    • Stress ratio effects on collapse of compacted clayey sand
    • Lawton, E. C., Fragaszy, R. J., and Hardcastle, J. H. (1991). "Stress ratio effects on collapse of compacted clayey sand." J. Geotech. Engrg., 117(5), 714-730.
    • (1991) J. Geotech. Engrg. , vol.117 , Issue.5 , pp. 714-730
    • Lawton, E.C.1    Fragaszy, R.J.2    Hardcastle, J.H.3
  • 12
    • 0031416862 scopus 로고    scopus 로고
    • Permeability functions for unsaturated soils
    • Leong, E. C., and Rahardjo, H. (1997). "Permeability functions for unsaturated soils." J. Geotech. Geoenviron. Eng., 123(12), 1118-1126.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.12 , pp. 1118-1126
    • Leong, E.C.1    Rahardjo, H.2
  • 13
    • 8744224667 scopus 로고    scopus 로고
    • Wetting-induced compression of compacted Oklahoma soils
    • Lim, Y. Y., and Miller, G. A. (2004). "Wetting-induced compression of compacted Oklahoma soils." J. Geotech. Geoenviron. Eng., 130(10), 1014-1023.
    • (2004) J. Geotech. Geoenviron. Eng. , vol.130 , Issue.10 , pp. 1014-1023
    • Lim, Y.Y.1    Miller, G.A.2
  • 14
    • 79961065902 scopus 로고    scopus 로고
    • Seismic behavior of soil-pilestructure interaction in liquefiable soils: Parametric study
    • Maheshwari, B. K., and Sarkar, R. (2011). "Seismic behavior of soil-pilestructure interaction in liquefiable soils: Parametric study." Int. J. Geomech., 11(4), 335-347.
    • (2011) Int. J. Geomech. , vol.11 , Issue.4 , pp. 335-347
    • Maheshwari, B.K.1    Sarkar, R.2
  • 16
    • 43649088895 scopus 로고    scopus 로고
    • Engineering properties of loess in Algeria
    • Nouaouria, M. S., Guenfoud, M., and Lafifi, B. (2008). "Engineering properties of loess in Algeria." Eng. Geol., 99(1-2), 85-90.
    • (2008) Eng. Geol. , vol.99 , Issue.1-2 , pp. 85-90
    • Nouaouria, M.S.1    Guenfoud, M.2    Lafifi, B.3
  • 17
    • 0005313255 scopus 로고
    • The use of physical models in design
    • Brighton, U.K.
    • Ovesen, N. K. (1979). "The use of physical models in design." Proc., 7th Eur. Conf. Soil Mech. Found. Eng., Vol. 4, Brighton, U.K., 319-323.
    • (1979) Proc., 7th Eur. Conf. Soil Mech. Found. Eng. , vol.4 , pp. 319-323
    • Ovesen, N.K.1
  • 19
    • 0034306247 scopus 로고    scopus 로고
    • Volume change behavior of a residual soil of gneiss compacted gneiss compacted at metastablestructured conditions
    • Pereira, J. H. F., and Fredlund, D. G. (2000). "Volume change behavior of a residual soil of gneiss compacted gneiss compacted at metastablestructured conditions." J. Geotech. Geoenviron. Eng., 126(10), 907- 916.
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.10
    • Pereira, J.H.F.1    Fredlund, D.G.2
  • 20
    • 34249301331 scopus 로고    scopus 로고
    • Influence of physical properties on deformation characteristics of collapsible soils
    • Reznik, Y. M. (2007). "Influence of physical properties on deformation characteristics of collapsible soils." Eng. Geol., 92(1-2), 27-37.
    • (2007) Eng. Geol. , vol.92 , Issue.1-2 , pp. 27-37
    • Reznik, Y.M.1
  • 21
    • 52649103482 scopus 로고    scopus 로고
    • Equivalent stress equation for unsaturated soils. II: Solidporous model
    • Rojas, E. (2008). "Equivalent stress equation for unsaturated soils. II: Solidporous model." Int. J. Geomech., 8(5), 291-299.
    • (2008) Int. J. Geomech. , vol.8 , Issue.5 , pp. 291-299
    • Rojas, E.1
  • 22
    • 0034742178 scopus 로고    scopus 로고
    • An investigation of scaling and dimensional analysis of axially loaded piles
    • Sedran, G., Stolle, D. F. E., and Horvath, R. G. (2001). "An investigation of scaling and dimensional analysis of axially loaded piles." Can. Geotech. J., 38(3), 530-541.
    • (2001) Can. Geotech. J. , vol.38 , Issue.3 , pp. 530-541
    • Sedran, G.1    Stolle, D.F.E.2    Horvath, R.G.3
  • 23
    • 0026358322 scopus 로고
    • The collapse behaviour of a compacted soil during inundation
    • Tadepalli, R., and Fredlund, D. G. (1991). "The collapse behaviour of a compacted soil during inundation." Can. Geotech. J., 28(4), 477-488.
    • (1991) Can. Geotech. J. , vol.28 , Issue.4 , pp. 477-488
    • Tadepalli, R.1    Fredlund, D.G.2
  • 24
    • 0024070941 scopus 로고
    • Scale effects in anchor pullout test by centrifugal technique
    • Tagaya, K., Scott, R. F., and Aboshi, H. (1988). "Scale effects in anchor pullout test by centrifugal technique." Soils Found., 28(3), 1-12.
    • (1988) Soils Found. , vol.28 , Issue.3 , pp. 1-12
    • Tagaya, K.1    Scott, R.F.2    Aboshi, H.3
  • 25
    • 0030157621 scopus 로고    scopus 로고
    • Model for the prediction of shear strength with respect to soil suction
    • Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., and Clifton, A. W. (1996). "Model for the prediction of shear strength with respect to soil suction." Can. Geotech. J., 33(3), 379-392.
    • (1996) Can. Geotech. J. , vol.33 , Issue.3 , pp. 379-392
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufahl, D.E.3    Clifton, A.W.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.