Analysis of Slope Stability under Earthquake

FAN Zhaoping; ZHANG Lihua

doi:10.3969/j.issn.1007-2993.2010.01.009

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FAN Zhaoping, ZHANG Lihua. Analysis of Slope Stability under Earthquake[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 32-35. doi: 10.3969/j.issn.1007-2993.2010.01.009

Citation:

FAN Zhaoping, ZHANG Lihua. Analysis of Slope Stability under Earthquake[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 32-35. doi: 10.3969/j.issn.1007-2993.2010.01.009

FAN Zhaoping, ZHANG Lihua. Analysis of Slope Stability under Earthquake[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 32-35. doi: 10.3969/j.issn.1007-2993.2010.01.009

Citation:

FAN Zhaoping, ZHANG Lihua. Analysis of Slope Stability under Earthquake[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(1): 32-35. doi: 10.3969/j.issn.1007-2993.2010.01.009

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Analysis of Slope Stability under Earthquake

doi: 10.3969/j.issn.1007-2993.2010.01.009

FAN Zhaoping¹,
ZHANG Lihua²

1. Geotechnical Research Institute, Hohai University, Nanjing 210098, Jiangsu, China;
2. Mechanics Department, Nanjing University of Technology, Nanjing 210009, Jiangsu, China

Received Date: 2009-11-10
Available Online: 2021-07-06

Abstract

Abstract

Dynamic fininte element methodand time history analysis are explored to analyze dynamic property of slope during seismic process considering soil dynamic property and seismic proerty. The minimum mean safety factor is explored to evaluate slope stability. The result is compared with the one of the pseu-static method. The result of the typical slope indicates that the method is feasible.
- dynamic FEM,
- time history analysis,
- safety factor,
- pseudo-static method