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Application of dynamic analysis of strength reduction in the slope engineering under earthquake

Application of dynamic analysis of strength reduction in the slope engineering under earthquake

作     者:Ye Hailin Zheng yingren Huang Runqiu Li Anhong Du Xiuli 

作者机构:Department of Civil Engineering Logistical Engineering University Chongqing 400041 China State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu 610059 China China Railway Eryuan Engineering Group Co. Ltd. Chengdu 610031 China Architectural and Civil Engineering Institute Beijing University of Technology Beijing 100124 China 

基  金:Financial Support by Special Research fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (Chengdu University of Technology) (GZ2009-14) Special Research fund of Minis-try of Education Key Laboratory of Urban Security and Disaster Engineering 

出 版 物:《Engineering Sciences》 (中国工程科学(英文版))

年 卷 期:2010年第8卷第3期

页      码:41-48,80页

摘      要:At present,the methods of analyzing the stability of slope under earthquake are not accurate and reasonable because of some limitations. Based on the real dynamic tensile-shear failure mechanism of slope,the paper proposes dynamic analysis of strength reduction FEM (finite element method) and takes the reduction of shear strength parameters and tensile strength parameters into consideration. And it comprehensively takes the transfixion of the failure surface,the non-convergence of calculation and mutation of displacement as the criterion of dynamic instability and failure of the slope. The strength reduction factor under limit state is regarded as the dynamic safety factor of the slope under earthquake effect and its advantages are introduced. Finally,the method is applied in the seismic design of anchors supporting and anti-slide pile supporting of the slope. Calculation examples show that the application of dynamic analysis of strength reduction is feasible in the seismic design of slope engineering,which can consider dynamic interaction of supporting structure and rock-soil mass. Owing to its preciseness and great advantages,it is a new method in the seismic design of slope supporting.

主 题 词:slope engineering earthquake safety factor anchor anti-slide pile dynamic analysis method of strength reduction 

学科分类:081405[081405] 08[工学] 080104[080104] 0815[工学-矿业类] 0814[工学-地质类] 0801[工学-力学类] 

馆 藏 号:203128705...

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