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Volumn , Issue , 2005, Pages 615-621

Bearing capacity and large penetration of a cylindrical object at shallow embedment

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY FACTOR; CYLINDRICAL OBJECTS; FINITE-ELEMENT APPROACH; INTERPOLATION TECHNIQUES; LARGE DEFORMATIONS; NON-HOMOGENEOUS; REMESHING; ROUGH INTERFACES; SHALLOW DEPTHS; SMALL STRAINS; SOFT CLAYS; SOIL FLOW; SOIL PROFILES;

EID: 77955596277     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (45)

References (11)
  • 1
    • 28844439398 scopus 로고    scopus 로고
    • Collapse loads for a cylinder embedded in trench in cohesive soil
    • (in press)
    • Aubeny, C.P., Shi, H. & Murff, J.D. 2005. Collapse loads for a cylinder embedded in trench in cohesive soil. Int. J. of Geomechanics, ASCE (in press).
    • (2005) Int. J. of Geomechanics, ASCE
    • Aubeny, C.P.1    Shi, H.2    Murff, J.D.3
  • 2
    • 0032073655 scopus 로고    scopus 로고
    • A practical numerical approach for large deformation problem in soil
    • Hu, Y. & Randolph, M.F. 1998a. A practical numerical approach for large deformation problem in soil. Int. J. Num. and Anal. Methods in Geomech., 22(5): 327-350.
    • (1998) Int. J. Num. and Anal. Methods in Geomech. , vol.22 , Issue.5 , pp. 327-350
    • Hu, Y.1    Randolph, M.F.2
  • 3
    • 0003965811 scopus 로고    scopus 로고
    • Deep penetration of shallow foundations on non-homogeneous soil
    • Hu, Y. & Randolph, M.F. 1998b. Deep penetration of shallow foundations on non-homogeneous soil. Soils and Foundations, 38(1): 241-246.
    • (1998) Soils and Foundations , vol.38 , Issue.1 , pp. 241-246
    • Hu, Y.1    Randolph, M.F.2
  • 6
    • 2542480220 scopus 로고    scopus 로고
    • A numerical study of cone penetration in clay
    • Lu, Q., Randolph, M.F., Hu, Y. & Bugarski, I.C. 2004. A numerical study of cone penetration in clay. Geotechnique 54(4): 257-267.
    • (2004) Geotechnique , vol.54 , Issue.4 , pp. 257-267
    • Lu, Q.1    Randolph, M.F.2    Hu, Y.3    Bugarski, I.C.4
  • 7
    • 0024681281 scopus 로고
    • Pipe penetration in cohesive soil
    • Murff, J.D., Wagner, D.A. & Randolph, M.F. 1989. Pipe penetration in cohesive soil. Geotechnique 39(2): 213-229.
    • (1989) Geotechnique , vol.39 , Issue.2 , pp. 213-229
    • Murff, J.D.1    Wagner, D.A.2    Randolph, M.F.3
  • 8
    • 33747374182 scopus 로고    scopus 로고
    • Characterisation of soft sediments for offshore applications, keynote lecture
    • Porto
    • Randolph, M.F. 2004. Characterisation of soft sediments for offshore applications, Keynote Lecture, Proc. 2nd Int. Conf. on Site Characterisation, Porto, 1: 209-231.
    • (2004) Proc. 2nd Int. Conf. on Site Characterisation , vol.1 , pp. 209-231
    • Randolph, M.F.1
  • 9
    • 0021598564 scopus 로고
    • The limiting pressure on a circular pile loaded laterally in cohesive soil
    • Randolph, M.F. & Houlsby, G.T. 1984. The limiting pressure on a circular pile loaded laterally in cohesive soil. Geotechnique 34(4): 613-623.
    • (1984) Geotechnique , vol.34 , Issue.4 , pp. 613-623
    • Randolph, M.F.1    Houlsby, G.T.2
  • 10
    • 0000715157 scopus 로고
    • A new site investigation tool for the centrifuge
    • Boulder, Balkema
    • Stewart, D.P. & Randolph, M.F. 1991. A new site investigation tool for the centrifuge. Proc. Centrifuge '91, Boulder, Balkema, 531-538.
    • (1991) Proc. Centrifuge '91 , pp. 531-538
    • Stewart, D.P.1    Randolph, M.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.