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由地铁隧道工程引起地表横向沉降的预测分析
引用本文:姚天宇,单炜,王森岭,张忠生.由地铁隧道工程引起地表横向沉降的预测分析[J].东北林业大学学报,2006,34(6):103-106.
作者姓名:姚天宇  单炜  王森岭  张忠生
作者单位:哈尔滨市政工程设计院,哈尔滨,150001;东北林业大学;中铁十三局集团有限公司
摘    要:应用Peck法、Logan-Poulous法、随机介质理论等方法对由地铁隧道工程引起的地表横向沉降进行预测,并对上述方法的实质加以研究。用STS沉降预测系统对实测数据进行分析和计算,并通过实测曲线和预测曲线的比对分析,验证上述方法的预测精确性。

关 键 词:地铁隧道  地表横向沉降  Peck法  Logan-Poulous法  随机介质理论  沉降预测
收稿时间:2005-08-17
修稿时间:2005-08-17

Prediction of Transverse Subsidence of Ground Surface Induced by Subway Tunneling Excavation
Yao Tianyu,Shan Wei,Wang Senling,Zhang Zhongsheng.Prediction of Transverse Subsidence of Ground Surface Induced by Subway Tunneling Excavation[J].Journal of Northeast Forestry University,2006,34(6):103-106.
Authors:Yao Tianyu  Shan Wei  Wang Senling  Zhang Zhongsheng
Institution:Harbin Municipal Engineering Design Institute, Harbin 150001, P. R. China ; Northeast Forestry University ; China Railroad Bureau No. 13 Group Co. , Ltd.
Abstract:Peck method, Logan-Poulous method and stochastic medium theory were applied to prediction analysis of transverse subsidence of ground surface induced by subway tunneling excavation, and the essential nature of the above-mentioned methods was studied. The measured data were analysed and computed by the system of STS, and the prediction accuracies of all the methods were verified by comparing the measured curve with the predicted curve.
Keywords:Subway tunnel  Transverse subsidence of ground surface  Peck method  Logan-Poulous method  Stochastic medium theory  Subsidence prediction
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