Seismic Landslide Risk Assessment of Levee Project

Yan Su; Yue Ting Du; Jia Zhong Wu

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

Paper Titles

Energy Analysis for Energy Dissipation Shed-Tunnel’s Rockfall Impact Signal
p.1054

Probability Analyses of Response Spectra on Soft Soil Site
p.1058

Function of Latent Crack in the Fracture Process of Deep Rock
p.1064

Research on Dynamic Rheological Parameters and Rheological Model of Soft Soil
p.1070

Seismic Landslide Risk Assessment of Levee Project
p.1074

Field Monitoring of Surrounding Rock Stress and Rheological Analysis in Tunnel Construction
p.1079

Performances of Compressive Capacity for Belled Wedge Pile Group
p.1084

Study on Earth Pressure of Foundation Pit Excavation by Model Test
p.1089

Study on the Test of Soil Water Characteristic Curve
p.1094

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 261-263Seismic Landslide Risk Assessment of Levee Project

Seismic Landslide Risk Assessment of Levee Project

Abstract:

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.

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Periodical:

Advanced Materials Research (Volumes 261-263)

Pages:

1074-1078

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.261-263.1074

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Online since:

May 2011

Authors:

Yan Su, Yue Ting Du, Jia Zhong Wu

Keywords:

Earthquake Landslide, Levee Project, Monte-Carlo, Morgenstern-Price, Risk Assessment

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References

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