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群光大陆广场深基坑工程变形监测的应用
引用本文:杨群,谢立广.群光大陆广场深基坑工程变形监测的应用[J].路基工程,2011,0(5):106-108.
作者姓名:杨群  谢立广
作者单位:1.四川教育学院土木与交通程学院,成都 611130
摘    要:深基坑工程是土体与围护结构互相作用的一个动态变化的复杂系统,仅靠理论分析和经验估计是难以掌握其变形规律的。通过群光大陆广场深基坑工程进行变形监测,得知基坑坑顶的水平位移一般随着开挖深度的增加和时间的延长,逐渐增大而后趋于稳定;同时根据监测结果,及时采取处理措施,可有效预防事故的发生。

关 键 词:深基坑    监测    水平位移
收稿时间:2019-11-06

Deformation Monitoring of Deep Foundation Pit Engineering in Qunguang Mainland Square
Authors:YANG Qun  XIE Li-guang
Affiliation:1.School of Civil and Transportation Engineering,Sichuan College of Education.,Chengdu 611130,China; 2.China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu 610031,China)
Abstract:Deep foundation pit engineering is a dynamic complex system with the interaction of soil mass and enclosure structure.It is difficult to master its deformation rule only depending on theoretical analysis and empirical estimation.Through deformation monitoring of the deep foundation pit engineering in Qunguang Mainland Square,it is known that the horizontal displacement on the top of foundation pit enlarged gradually and then trended to stable along with the excavating depth increased and the time changed.At the same time,treatment measures shall be taken according to the monitoring results to effectively avoid accident.
Keywords:deep foundation pit  monitoring  horizontal displacement
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