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某大型储罐复合地基沉降计算分析
引用本文:刘建泰,马义华,宁仟俊.某大型储罐复合地基沉降计算分析[J].湖南环境生物职业技术学院学报,2007,13(1):26-29.
作者姓名:刘建泰  马义华  宁仟俊
作者单位:1. 中国石化集团,上海工程有限公司,上海,200540
2. 山东省淮河流域水利管理局,山东,济宁,272100
基金项目:湖北省自然科学基金项目(编号:20040506)
摘    要:从某大型储罐复合地基沉降机理分析入手,合理选择沉降计算公式,对建造在该类复合地基上的大型储罐沉降量作计算,并经实测沉降资料对比后,验证该类储罐沉降计算方法的适用性,为今后类同工程地质条件下,储罐基础的优化设计积累经验.图1,表1,参3.

关 键 词:最终沉降量  复合地基  桩土应力比
文章编号:1671-6361(2007)01-0026-04
收稿时间:2006-12-23
修稿时间:2006年12月23

The Analysis of Calculating the Final Settlements of the Multiple Foundation of A Large -scale Tank
LIU Jian-tai,MA Yi-hua,NING Qian-jun.The Analysis of Calculating the Final Settlements of the Multiple Foundation of A Large -scale Tank[J].JOurnal of Hunan Environment Biological Polytechnic,2007,13(1):26-29.
Authors:LIU Jian-tai  MA Yi-hua  NING Qian-jun
Abstract:Based on the analysis of Settlement mechanism of the multiple foundation of a large-scale tank,the calculation method of the final settlement was elected reasonably.And the final settlement quantity of the multiple foundation of a large-scale tank was calculated.By comparing actual value with calculated value,the applicability of this calculation method was validated.In a word,the work of this text can afford the experience of the optimized design of bank foundation.1fig.,1tab.,3refs.
Keywords:final settlement quantity  multiple foundation  stress ratio between pile and soil
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