Model tests on eccentrically and obliquely loaded footings resting on reinforced sand

被引：14

作者：

Saran, Swami ^{[1
]}

Kumar, Surendra ^{[2
]}

Garg, K. G. ^{[2
]}

Kumar, Arvind ^{[3
]}

机构：

[1] Indian Inst Technol, Dept Civil Engn, Roorkee, Uttar Pradesh, India

[2] CBRI, Geotechn Engn Div, Roorkee, Uttar Pradesh, India

[3] Natl Inst Technol, Dept Civil Engn, Jalandhar, India

来源：

INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING | 2008年 / 2卷 / 03期

关键词：

Reinforced soil foundations; Model tests; eccentrically and obliquely loaded footings;

D O I：

10.3328/IJGE.2008.02.03.179-197

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

In the present paper, two and three dimensional model tests have been conducted to study the behavior of strip and square footing subjected to eccentric - inclined load resting on unreinforced sand and reinforced sand. The effect of soil reinforcement (number of layers and size of reinforcement) and effect of load inclination and eccentricity of load on some relevant parameters, such as, ultimate bearing capacity, vertical settlement (S-e), horizontal displacement (H-d) and tilt (t) of the footings is presented, in this paper, in graphical as well as tabular forms.

引用

页码：179 / 197

页数：19

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