Slope dynamic stability analysis method based on tension-shear failure

被引：0
|
作者：
Peng X. [1 ]
Zhu Y. [1 ,2 ]
Ma C. [1 ]
Tan K. [1 ]
机构：
[1] College of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei
[2] Anhui Key Laboratory of Civil Engineering Structures and Materials, Hefei
来源：
Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology | 2020年 / 52卷 / 02期
关键词：
Earthquake effect; Potential sliding surface; Safety factor; Tension-shear sliding surface; Vector sum;
D O I：
10.11918/201811038
中图分类号：
学科分类号：
摘要：
To quantify the stability of slope under earthquake action, the vector sum method was optimized and its dynamic safety factor was calculated. Based on the failure mode of slope under earthquake action, which is the combination of the slope top crack and the slope foot shear crack, the safety factor formula of the vector sum method under pull-shear failure was derived, the slope safety factor and the potential sliding surface curve were obtained by self-programming, and the method was verified by a case study. For a rocky slope with weathered layer, dynamic stability analysis was carried out by using old and new vector sum methods. Results show that the potential sliding surface of the slope would move towards the interior of the slope with the duration of the earthquake. The safety factors obtained by the two methods were consistent, but the decline trend angle of the tension-shear failure mode was larger. In the tension-shear failure mode, the safety factor of the slope decreased, and the comprehensive safety factor of the slope was reduced by 3%, indicating that the original method overestimated the stability of the slope. The optimized vector sum method could reflect the stability of slope more realistically during earthquake and provide more accurate theoretical guidance for seismic design. © 2020, Editorial Board of Journal of Harbin Institute of Technology. All right reserved.
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页码：51 / 58
页数：7
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