Settlement analysis of granular fill on soft soil under circular load

被引：1
|
作者：
Liang Xu
Wu Wei-feng
Cai Yuan-qiang
Pan Xiao-dong
机构：
[1] Zhejiang University,Geotechnical Engineering Research Institute, Dept. of Civil Engineering
[2] Zhejiang University,Office of Construction
来源：
Journal of Zhejiang University-SCIENCE A | 2001年 / 2卷 / 2期
关键词：
circular load; granular fill; shear layer; maximum settlement; differential settlement; A; TU433;
D O I：
10.1631/jzus.2001.0186
中图分类号：
学科分类号：
摘要：
This paper presents a theoretical model and new idea for designing granular fill oil-tanks foundation. The finite difference method was used to analyze the influence of the oil-tanks radius, the modulus, and thickness of the granular fill on the maximum and differential settlement of a granular fill foundation of oiltanks. Comparison of the modelled results with those of traditional method and observation showed that the new method could be used efficiently in practice.
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页码：186 / 191
页数：5
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