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考虑时空效应的软土地区深基坑变形分析
引用本文:刘燕,刘国彬,孙晓玲,王海平.考虑时空效应的软土地区深基坑变形分析[J].岩土工程学报,2006,28(Z1):1433-1436.
作者姓名:刘燕  刘国彬  孙晓玲  王海平
作者单位:1. 同济大学地下建筑与工程系,上海,200092
2. 山东威海建筑设计院有限公司,山东,威海,264200
3. 济南市政设计研究院,山东,济南,250000
摘    要:针对软土地区基坑工程中存在“时空效应”的特点,结合轨道交通6号线某明挖区间基坑工程实例,对基坑变形实测数据进行了分析探讨,并在此基础上考虑开挖过程的时间和空间影响因素,采用杆系有限元方法对该基坑进行了计算。经过和实测数据的比较,进一步证实了在软土地区基坑设计计算中考虑时空效应的必要性。希望对软土地区类似的基坑工程提供有益的借鉴。

关 键 词:地铁基坑  时空效应  杆系有限元
文章编号:1000-4548(2006)S0-1433-04
修稿时间:2006年4月11日

Analysis of deformation laws by using the rule of time-space effect in soft soil excavation
LIU Yan,LIU Guo-bin,SUN Xiao-ling,WANG Hai-ping.Analysis of deformation laws by using the rule of time-space effect in soft soil excavation[J].Chinese Journal of Geotechnical Engineering,2006,28(Z1):1433-1436.
Authors:LIU Yan  LIU Guo-bin  SUN Xiao-ling  WANG Hai-ping
Affiliation:LIU Yan1,LIU Guo-bin1,SUN Xiao-ling2,WANG Hai-ping3
Abstract:Based on the time-space effect characteristics of the pit foundation in soft soils,combining a practical engineering example of metro line 6,a lot of field data were gathered and analyzed.And the time-space effect was taken into account,an usual plane finite bar element method was used to calculate the pit deformation.Comparison between the test results and the field data indicates that the time-space effect is essential to the design and calculation of the pit foundation in soft soils.This work is significant to the study of pit foundation in soft soils.
Keywords:metro pit  time-space effect  bar element method
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