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超大深基坑施工监测技术
引用本文:裘宝华,张文健,裘洪明,张荣灿,章国荣. 超大深基坑施工监测技术[J]. 施工技术, 2006, 35(6): 76-80
作者姓名:裘宝华  张文健  裘洪明  张荣灿  章国荣
作者单位:浙江中成建工集团有限公司,上海,200443;浙江中成建工集团有限公司,上海,200443;浙江中成建工集团有限公司,上海,200443;浙江中成建工集团有限公司,上海,200443;浙江中成建工集团有限公司,上海,200443
摘    要:绿洲中环中心工程周边环境复杂、基坑面积大、土方开挖时间长,通过制定一套严密的监测手段,确保了工程顺利施工和环境安全,同时得出了各种工况下土方开挖对水平支撑轴力、立柱沉隆等的影响规律,为理论验证提供对比数据。

关 键 词:基坑工程  施工监测  水平位移  支撑轴力
文章编号:1002-8498(2006)06-0076-05
修稿时间:2006-01-23

Monitoring Technology of Super Large Deep Foundation Pit Construction
QIU Bao-hua,ZHANG Wen-jian,QIU Hong-ming,ZHANG Rong-can,ZHANG Guo-rong. Monitoring Technology of Super Large Deep Foundation Pit Construction[J]. Construction Technology, 2006, 35(6): 76-80
Authors:QIU Bao-hua  ZHANG Wen-jian  QIU Hong-ming  ZHANG Rong-can  ZHANG Guo-rong
Abstract:The surrounding conditions of Luzhou Zhonghuan main part are complicated.The area of the foundation pit is large,and the construction of foundation pit excavation lasts a long time.By a set of strict monitoring methods,the construction goes on successfully.At the same time,by analyzing the monitoring results,such as the axial force of horizontal support and settlements of stand column,some rules are got,which will be helpful to theoretical analysis.
Keywords:foundation pit engineering  construction monitoring  horizontal settlement  axial force of support
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