首页 | 本学科首页   官方微博 | 高级检索  
     检索      

软土深基坑变形与控制技术初探
引用本文:谈金忠,汤国毅,倪秀平,陈新华.软土深基坑变形与控制技术初探[J].地质学刊,2009,33(2):179-183.
作者姓名:谈金忠  汤国毅  倪秀平  陈新华
作者单位:谈金忠,TAN Jin-zhong(江苏南京地质工程勘察院,江苏,南京,210041;江苏省中成建设工程总公司,江苏,南京,210041);汤国毅,倪秀平,TANG Guo-yi,NI Xiu-ping(江苏南京地质工程勘察院,江苏,南京,210041);陈新华,CHEN Xin-hua(江苏省中成建设工程总公司,江苏,南京,210041)  
摘    要:通过对软土深基坑变形机理与影响因素的分析,提出了基坑工程变形全过程控制的理念,探讨了控制变形的设计与施工技术方法及针对变形异常应采取的应急措施。结合工程实践,分析了软土深基坑变形的特征,应用地层损失法原理计算了墙后地表沉降量,与实测值比较,得出了该方法可以应用于工程实践的认识。

关 键 词:软土  深基坑  变形  沉降  全过程控制  地层损失法

Discussions on deformation and control technology of deep foundation pit in soft soil
TAN Jin-zhong,TANG Guo-yi,NI Xiu-ping,CHEN Xin-hua.Discussions on deformation and control technology of deep foundation pit in soft soil[J].Jiangsu Geology,2009,33(2):179-183.
Authors:TAN Jin-zhong  TANG Guo-yi  NI Xiu-ping  CHEN Xin-hua
Institution:TANJin-zhong, TANG Guo-yi, NI Xiu-ping, CHEN Xin-hua(1. Nanjing Geological Engineering Exploration Institute,Nanjing 210041, China; 2. Head Office of Jiangsu Zhongcheng Construction Engineering, Nanjing 210041, China)
Abstract:Based on the analysis of deformation mechanism and effect factors for deep foundation pit in soft soil, the authors raised a concept of process control for foundation pit deformation, discussed the design and construction technology and technique for deformation control and emergent measures adopted for deformation anomaly. In combination with engineering practice, the authors analyzed the deformation properties of deep foundation pit in soft soil, calculated the surface subsidence volume with the principles stratigraphic loss method.
Keywords:Soft soil  Deep foundation pit  Deformation  Subsidence  Process control  Stratigrapbic loss method
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《地质学刊》浏览原始摘要信息
点击此处可从《地质学刊》下载免费的PDF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