大型储罐的天然地基基础沉降计算方法研究与分析  

Research and Analysis of Calculation Method of Natural Foundation Settlement for Large Storage Tank

作　　者：张素枝[1] 郑建华[1] 李金光[1] 

机构地区：[1]中国寰球工程公司,北京100029

出　　处：《化工设计》2012年第5期31-34,1,共4页Chemical Engineering Design

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。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.

关 键 词：大型储罐 天然地基基础 沉降 

分 类 号：TU433[建筑科学—岩土工程]