Non Linear Global Dynamic Analysis of Reinforced Slopes Stability Under Seismic Loading

被引：0
|
作者：
Chehade, Fadi Hage [1 ]
Sadek, Marwan [2 ]
Shahrour, I. [2 ]
机构：
[1] Lebanese Univ, Univ Inst Technol, Lab Modelisat Mecan Mat Solides & Struct, Lab Ecole Doctorale Sci & Technol, BP 813 Saida, Beirut, Lebanon
[2] Univ Sci & Technol Lille, Mech Lab, Cite Sci, F-59655 Lille, France
来源：
2009 INTERNATIONAL CONFERENCE ON ADVANCES IN COMPUTATIONAL TOOLS FOR ENGINEERING APPLICATIONS | 2009年
关键词：
GROUND MOTION; EARTHQUAKE; LANDSLIDES; AMPLIFICATION;
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
The aim of this work is to analyze the slopes stability under seismic loading in Lebanon using a global numerical dynamic approach. This approach allows taking into account important parameters that are generally ignored in simplified engineering methods as the soil deformability and frequency content of seismic input. Such parameters are critical in triggering instability under seismic loading. Analysis is conducted using elastoplastic soil behavior that could monitor the evolution of the slope state after an earthquake and clarify the most probable failure circles. It will focus on the slopes reinforcement in order to give recommendations for the most appropriate reinforcement scheme for vulnerable slopes under seismic loading.
引用
收藏
页码：46 / +
页数：2
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