Vertical bearing capacity factors for conical footings on sand

被引:78
作者
Cassidy, MJ [1 ]
Houlsby, GT
机构
[1] Univ Western Australia, Ctr Offshore Fdn Syst, Nedlands, WA 6009, Australia
[2] Univ Oxford, Dept Engn Sci, Oxford, England
来源
GEOTECHNIQUE | 2002年 / 52卷 / 09期
关键词
bearing capacity; numerical modelling and analysis; offshore engineering; sands;
D O I
10.1680/geot.52.9.687.38836
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:687 / 692
页数:6
相关论文
共 13 条
[1]   VERTICAL BEARING CAPACITY FACTORS FOR CIRCULAR AND STRIP FOOTINGS ON MOHR-COULOMB SOIL [J].
BOLTON, MD ;
LAU, CK .
CANADIAN GEOTECHNICAL JOURNAL, 1993, 30 (06) :1024-1033
[2]  
Cassidy M.J., 1999, THESIS OXFORD U
[3]  
CASSIDY MJ, 1999, P 31 OFFSH TECHN C H
[4]  
Cox A. D., 1962, International Journal of Mechanical Sciences, V4, P371, DOI [DOI 10.1016/S0020-7403(62)80024-1, https://doi.org/10.1016/S0020-7403(62)80024-1]
[5]  
COX AD, 1961, PHIL T R SOC LONDO A, V245, P1
[6]   EFFECT OF INCREASING STRENGTH WITH DEPTH ON BEARING CAPACITY OF CLAYS [J].
DAVIS, EH ;
BOOKER, JR .
GEOTECHNIQUE, 1973, 23 (04) :551-563
[7]   THEORETICAL-ANALYSIS OF THE FALL CONE TEST [J].
HOULSBY, GT .
GEOTECHNIQUE, 1982, 32 (02) :111-118
[8]  
Houlsby GT., 1984, P IUTAM IUGG S SEAB, P107, DOI [10.1007/978-94-009-4958-4_12, DOI 10.1007/978-94-009-4958-4_12]
[9]  
HOULSBY GT, 1982, P 4 INT C NUM METH G, V3, P1059
[10]  
Martin C.M., 1994, D.Phil. thesis