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.
引用
收藏
页码：186 / 191
页数：5
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