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《Chinese Journal of Underground Space and Engineering》 2011-S2
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Analysis on Dynamic Performance of Slope Supported with Prestressed Anchorage Cable under Earthquake

Lai Jie1,Zheng Yingren1,2,Fang Yushu1,Ye Hailin1(1.Department of Civil Engineering,Logistical Engineering University,Chongqing 401311,China; 2.Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment,Chongqing 400041,China)  
By using the FLAC3d software to establish a model of slope supported with prestressed anchorage cable and study on dynamic response of the slope under earthquake,the result indicates that: instantaneous percentage losses of pretension force is highly sensitive to vertical position of cable but the wave-shaped size and the value of peak acceleration take little impact on it.Through comparison of the horizontal displacement ratio of the slope supported with prestressed anchorage cable to the unsupported one,the supporting effect of prestressed anchorage cable under earthquake is analyzed.The results show: the wave size,value of peak acceleration and initial pretension force,the space between anchorage cable have great impact on the anti-seismic performance of anchorage cable.Research results provide reference for optimization of anti-seismic design of prestressed anchorage cable support.
【Fund】: 科技部973项目(2011CB710600);; 重庆市自然科学基金项目(2010BC8002)
【CateGory Index】: TU472
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