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一种软基挡土墙的基础处理办法
引用本文:吴干宏,吕建新,张挺,陈小丹. 一种软基挡土墙的基础处理办法[J]. 江西水利科技, 2007, 33(3): 144-147
作者姓名:吴干宏  吕建新  张挺  陈小丹
作者单位:广东省中山市水利水电勘测设计院,广东,中山,528403;广东省水利水电科学研究院,广东,广州,510610
摘    要:详细介绍了一种挡土墙的基础在软基上的处理措施,同时通过对桩的受力和位移分析,验证了该处理方法的可行性.经多年运行观测,结构安全可靠,无明显位移.

关 键 词:挡土墙  软土地基  钻孔灌注桩  水泥搅拌桩  强度  位移
文章编号:1004-4701(2007)03-0144-04
收稿时间:2007-03-14
修稿时间:2007-03-14

A FOUNDATION TREATMENT METHOD OF SOFT FOUNDATION ON THE RETAINING WALL
WU Gan-hong,LU Jian-xin,ZHANG Tin,CHEN Xiao-dan. A FOUNDATION TREATMENT METHOD OF SOFT FOUNDATION ON THE RETAINING WALL[J]. Jiangxi Hydraulic Science & Technology, 2007, 33(3): 144-147
Authors:WU Gan-hong  LU Jian-xin  ZHANG Tin  CHEN Xiao-dan
Affiliation:1.Zhongshan City Hydraulic and Hydro-electric Surveying and Designing Institute of Guangdong Province, Zhongshan 528403, China; 2.Guangdong Provincial Hydraulic and Hydro-electric Science Research Institute, Guangdong 510610, China
Abstract:The foundation treatment measure of the soft foundation of the retaining wall is detailly introduced.Meanwhile,the stressing condition and displacement of piles are analyzed in order to prove the feasibility of this method.The result showed that the structure was safe and no displacement appeared.
Keywords:Retaining wall  Soft foundation  Bored pile  Cement mixing pile  Strength  Displacement
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