| 大型储罐的天然地基基础沉降计算方法研究与分析 |
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| 引用本文： | 张素枝,郑建华,李金光. 大型储罐的天然地基基础沉降计算方法研究与分析[J]. 化工设计, 2012, 0(5): 31-34,1 |
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| 作者姓名： | 张素枝 郑建华 李金光 |
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| 作者单位： | 中国寰球工程公司 |
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| 摘 要： | 应用单向压缩分层总和法、三维沉降计算法和有限元法等三种常用的地基沉降计算方法对大型储罐基础的适应性进行分析与比较,并以某一大型储罐基础为例,做了详细的计算和结果分析。
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| 关 键 词： | 大型储罐 天然地基基础 沉降 |
Research and Analysis of Calculation Method of Natural Foundation Settlement for Large Storage Tank |
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| Affiliation: | Zhang Suzhi,et al(China Huanqiu Contracting & Engineering Corporation,Beijing 100029) |
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| Abstract: | This paper analyzes and compares the applicability of three common foundation settlement calculation methods used in large storage tanks foundation,i.e.the unidirectional compression layer aggregate method,3D settlement calculation method and finite element method.This paper takes a large storage tank as an example to make a detailed calculation and compares the results. |
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| Keywords: | large storage tank natural foundation settlement |
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