水泥搅拌桩复合地基沉降数值模拟分析  

Numerical Analysis of on Settlement of Cement-soil Mixing pile Composite Foundation

作　　者：付贵海[1] 周慧[1] 江学良[1] 

机构地区：[1]湖南城市学院,湖南益阳413000

出　　处：《岩土工程技术》2009年第2期106-108,共3页Geotechnical Engineering Technique

基　　金：湖南省自然科学基金项目(07JJ6084);湖南省教育厅科技项目(08C200)

摘　　要：结合实际工程,利用有限元软件对水泥搅拌桩复合地基的沉降进行了数值模拟,分析了桩距、桩长、桩体模量以及垫层模量对复合地基沉降的影响,得出了水泥搅拌桩复合地基的沉降的部分规律,对水泥搅拌桩复合地基的设计和施工有一定的指导意义。On the basis of real engineering, the FEM is applied to anlyse numerically on settlement of cement-soil mixedpile composite foundation, and the factors including space among two piles, pile length, pile modular, underlying layer modular to effect on settlement of composite foundation are analyzed. The conclusions of settlement of cement-soil mixedpile composite foundation are obtained. The conclusions has guiding significamce for the similar engineerings.

关 键 词：水泥搅拌桩 复合地基沉降 数值分析 

分 类 号：TU472.36[建筑科学—结构工程]