首页 | 本学科首页   官方微博 | 高级检索  
     

地基不均匀沉降的加固处理
引用本文:张修身,张健.地基不均匀沉降的加固处理[J].土木与环境工程学报,2007,29(2):141-143.
作者姓名:张修身  张健
作者单位:陕西铁路工程职业技术学院,陕西渭南,714000
摘    要:地基不均匀沉降是经常遇到的问题,处理的方法也多种多样。就框架结构的地基不均匀沉降进行原因分析,针对场地条件的限制及加固施工处理原则,研究了可行性加固措施,并根据加固技术分析和施工工艺进行对比,选出可用于实际施工的加固方案。结构加固后的沉降观测结果表明该加固方案的加固处理、加固效果良好。

关 键 词:地基  不均匀沉降  加固处理  加固效果
文章编号:1006-7329(2007)02-0141-03
修稿时间:2006-11-15

Reinforcement Treatment on the Uneven Subsidence of Foundation
ZHANG Xiu-shen,ZHANG Jian.Reinforcement Treatment on the Uneven Subsidence of Foundation[J].Journal of Civil and Environmental Engineering,2007,29(2):141-143.
Authors:ZHANG Xiu-shen  ZHANG Jian
Affiliation:Shanxi Institute of Railway Engineering Technology, Weinan, Shaanxi 714000, China
Abstract:There are several methods to cope with the common problem of the uneven subsidence of foundation.The reason for uneven settlement of foundation of the frame structure was analyzed in this paper.Considering the limitation of the construction site and the principle of consolidation,a feasible reinforcement measure was taken.Meanwhile,a practical construction pattern was chosen upon the comparison of the reinforcement technology analysis and the construction method.The observation of the settlement result after consolidation of the structure shows that the result of this reinforcement treatment pattern is effective.
Keywords:foundation  uneven subsidence  reinforcement treatment  reinforcement effect
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《土木与环境工程学报》浏览原始摘要信息
点击此处可从《土木与环境工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号