天津市区刚性桩复合地基沉降估算的探讨  

Discussion on the Settlement Evaluation of Rigid-pile Composite Foundation in Tianjin Urban District

作　　者：李连营[1] 王华[1] 

机构地区：[1]天津市勘察院,天津300191

出　　处：《岩土工程技术》2002年第1期25-28,共4页Geotechnical Engineering Technique

摘　　要：刚性桩复合地基在天津地区广泛应用 ,常用的沉降计算方法包括分层总和法和同济大学“启明星”计算程序。The rigid pile composite foundation is widely used in Tianjin eara, the methods for calculating its settlement include Layer wise summation method and'Qi Ming Xing'program calculation method of Tongji University.The two calculation methods are matched and analyzed each other through some engineering cases.

关 键 词：刚性桩复合地基 沉降比 天津 地基沉降 传统分层总和法 

分 类 号：TU472[建筑科学—结构工程] TU433[建筑科学—土工工程]