Inclined load capacity of suction caissons

被引:97
作者
Aubeny, CP
Han, SW
Murff, JD
机构
[1] Texas A&M Univ, College Stn, TX 77843 USA
[2] Tierra Inc, Raleigh, NC 27615 USA
关键词
suction caissons; anchors; lateral loading; plasticity; offshore; plastic limit analysis;
D O I
10.1002/nag.319
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A simplified method of analysis for estimating lateral load capacity of suction caisson anchors based on an upper bound plasticity formulation is presented. The simplification restricts the analysis to caissons in uniform and linearly varying undrained strength profiles; nevertheless, its computational efficiency permits quick evaluation of a number of parameters affecting load capacity. The validity and limitations of the simplified formulation are demonstrated through comparisons to more rigorous finite element solutions. A series of sensitivity studies demonstrate the effects of various soil conditions and loading parameters. Copyright (C) 2003 John Wiley Sons, Ltd.
引用
收藏
页码:1235 / 1254
页数:20
相关论文
共 13 条
[1]  
Aubeny CP, 2001, INT J OFFSHORE POLAR, V11, P211
[2]   Combined loading of skirted foundations [J].
Bransby, MF ;
Randolph, MF .
GEOTECHNIQUE, 1998, 48 (05) :637-655
[3]  
HANSEN JB, 2000, B DANISH GEOTECHNICA, V28, P5
[4]  
*HKS, ABAQUS VERS 6 1 US M
[5]  
Matlock H., 1970, Proc. 2nd Annual Offshore Technology Conference, V1, P577, DOI [10.4043/1204-MS, DOI 10.4043/1204-MS]
[6]  
Meyerhof G.G., 1953, P 3 INT C SOIL MECH, V1, P440
[7]   P-ULTIMATE FOR UNDRAINED ANALYSIS OF LATERALLY LOADED PILES [J].
MURFF, JD ;
HAMILTON, JM .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (01) :91-107
[8]  
MURFF JD, 1999, OTRC GEOTECHNICAL SP, V88, P76
[9]  
PRAGER W, 1959, INTRO THEORY PLASTIC
[10]   THE LIMITING PRESSURE ON A CIRCULAR PILE LOADED LATERALLY IN COHESIVE SOIL [J].
RANDOLPH, MF ;
HOULSBY, GT .
GEOTECHNIQUE, 1984, 34 (04) :613-623