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Volumn 38, Issue 1, 1998, Pages 241-246

Deep penetration of shallow foundations on non-homogeneous soil

Author keywords

Bearing capacity; Cohesive soil; Finite element method; Heterogeneity; Plasticity solutions; Shallow foundation (IGC: E3 E13)

Indexed keywords


EID: 0003965811     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.241     Document Type: Article
Times cited : (34)

References (11)
  • 1
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    • Carter, J.P.1    Balaam, N.2
  • 2
    • 85025000201 scopus 로고
    • The effect of increasing strength with depth on the bearing capacity of clays
    • Davis, E. H. and Booker, J. R., (1973): "The effect of increasing strength with depth on the bearing capacity of clays," Géotechnique, Vol. 23, No. 4, pp. 551-563.
    • (1973) Géotechnique , vol.23 , Issue.4 , pp. 551-563
    • Davis, E.H.1    Booker, J.R.2
  • 3
    • 0020234420 scopus 로고
    • Direct solution of plasticity problems in soils by the method of characteristics
    • Houlsby, G. T. and Wroth, C. P., (1982): "Direct solution of plasticity problems in soils by the method of characteristics," Proc. 4th ICONMIG, Vol. 3, pp. 1059-1071.
    • (1982) Proc. 4th ICONMIG , vol.3 , pp. 1059-1071
    • Houlsby, G.T.1    Wroth, C.P.2
  • 5
    • 0344349029 scopus 로고
    • Numerical simulation of pipe penetration in non-homogeneous soil
    • Hu, Y. and Randolph, M. F. (1995): "Numerical simulation of pipe penetration in non-homogeneous soil," Proc. 5th ISOPE Conf., Vol. 1, pp. 522-526.
    • (1995) Proc. 5th ISOPE Conf. , vol.1 , pp. 522-526
    • Hu, Y.1    Randolph, M.F.2
  • 6
    • 85034180387 scopus 로고    scopus 로고
    • A practical numerical approach for large deformation problems in soil
    • Submitted for publication, Geomechanics Group, The Univ. of Western Australia
    • Hu, Y. and Randolph, M. F. (1996): "A practical numerical approach for large deformation problems in soil," Submitted for publication, available as Research Report G1226, Geomechanics Group, The Univ. of Western Australia.
    • (1996) Research Report , vol.G1226
    • Hu, Y.1    Randolph, M.F.2
  • 7
    • 0022774018 scopus 로고
    • An upper bound calculation on bearing capacity of a circular footing on a non-homogeneous clay
    • Kusakabe, O., Suzuki, H. and Nakase, A. (1986): "An upper bound calculation on bearing capacity of a circular footing on a non-homogeneous clay," Soil and Foundations, Vol. 26, No. 3, pp. 143-148.
    • (1986) Soil and Foundations , vol.26 , Issue.3 , pp. 143-148
    • Kusakabe, O.1    Suzuki, H.2    Nakase, A.3
  • 9
    • 0020296114 scopus 로고
    • Bearing capacity of axially symmetrical shallow foundations
    • Salencon, J. and Matar M. (1982): "Bearing capacity of axially symmetrical shallow foundations," J. Mechanique Theorique et Appliquee, Vol. 1, No. 2, pp. 237-267.
    • (1982) J. Mechanique Theorique et Appliquee , vol.1 , Issue.2 , pp. 237-267
    • Salencon, J.1    Matar, M.2
  • 11
    • 0029513863 scopus 로고
    • Bearing capacity of circular foundations on soft clay of strength increasing with depth
    • Tani, K. and Craig, W. H. (1995): "Bearing capacity of circular foundations on soft clay of strength increasing with depth," Soils and Foundations, Vol. 35, No. 4, pp. 21-35.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 21-35
    • Tani, K.1    Craig, W.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.