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超大软土深基坑工程变形监测分析
引用本文:刘文添,王祥秋,毛琦.超大软土深基坑工程变形监测分析[J].佛山科学技术学院学报(自然科学版),2012,30(1):39-44.
作者姓名:刘文添  王祥秋  毛琦
作者单位:1. 广东工业大学土木与交通工程学院,广东广州,510006
2. 佛山科学技术学院土木工程与建筑系,广东佛山,528000
3. 西安公路研究院,陕西西安,710064
摘    要:结合佛山市海八路隧道超大软土深基坑工程施工和监测成果,分析围护结构变形、支撑轴力、坑外地表沉降等的动态变化过程,并依据监测对施工进行信息反馈,确保基坑工程施工安全,得出对类似大型基坑工程有价值的参考经验。

关 键 词:超大  深基坑  变形  监测

Analysis of deformation monitoring for large and deep foundation pit
LIU Wen-tian,WANG Xiang-qiu,MAO qi.Analysis of deformation monitoring for large and deep foundation pit[J].Journal of Foshan University(Natural Science Edition),2012,30(1):39-44.
Authors:LIU Wen-tian  WANG Xiang-qiu  MAO qi
Institution:1.Faculty of Civil and Transportation,Guangdong University of Technology,Guangzhou 510006,China;2.Department of Civil Engineering,Foshan University,Foshan 528000,China;3.Insitute of Highway Research in Xian,Xian 710064,China)
Abstract:The adverse effect of the construction of foundation pit caused by deformation in urban seems to become more and more serious.In this paper,taking the deep foundation for the Foshan Haiba Road Tunnel as an example and the construction engineering and monitoring data into consideration,we analyzed the deformation of the supporting structure,the change of axial forces and the settlement of the soil at the surface outside of the foundation,gave feedback to and ensure the security of the construction and shared some experiences for large foundation pit.
Keywords:large  deep foundation pit  deformation  monitoring
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