Estimation of average settlement of shallow strip foundation on granular soil under eccentric loading

被引：6
|
作者：
Patra, C. R. [1 ]
Behera, R. N. [1 ]
Sivakugan, N. [2 ]
Das, B. M. [3 ]
机构：
[1] Natl Inst Technol, Rourkela, India
[2] James Cook Univ, Townsville, Qld, Australia
[3] Calif State Univ Sacramento, Sacramento, CA 95819 USA
来源：
INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING | 2013年 / 7卷 / 02期
关键词：
Bearing capacity; Eccentric loading; Load settlement relationship; Model test; Sand; Strip foundation;
D O I：
10.1179/1938636213Z.00000000021
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Patra et al. (2012) conducted a number of laboratory model tests to determine the ultimate bearing capacity of strip foundation on sand subjected to vertical and inclined eccentric loads. Based on some of those laboratory test results, an empirical procedure has been developed to estimate the average settlement of the foundation while being subjected to an average allowable eccentric load per unit area, where the applied load is vertical. The empirical relationships presented in this paper are for embedment ratio Df/B varying from zero to one, and the eccentricity ratio e/B varying from zero to 0.15.
引用
收藏
页码：218 / 222
页数：5
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