Seismic Landslide Risk Assessment of Levee Project

被引：0

作者：

Su, Yan ^{[1
]}

Du, Yueting ^{[1
]}

Wu, Jiazhong ^{[1
]}

机构：

[1] Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China

来源：

ADVANCES IN BUILDING MATERIALS, PTS 1-3 | 2011年 / 261-263卷

关键词：

levee project; earthquake landslide; Morgenstern-Price; Monte Carlo; Risk assessment;

D O I：

10.4028/www.scientific.net/AMR.261-263.1074

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Different landslide analysis methods were compared in this paper, and the analysis method of levee project seismic landslide risk probability was established based on Morgenstern-Price and Monte Carlo methods, and then the landslide risk assessment standards were developed. The result shows that liquefaction can lead soil layer strength reduction, and will trigger and accelerate landslide, therefore, the impact of soil liquefaction must be reasonably considered in levee and dam seismic stability analysis.

引用

页码：1074 / 1078

页数：5

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