Three Dimensional Simulation Method of Landslide Risk

Yong Hong; Ai Xin Lu; Qiang Xu

doi:10.4028/www.scientific.net/AMM.353-356.1263

Paper Titles

Statistical Analysis the Distribution of Landslide Triggered by m 8.0 Wenchuan, China Earthquake of May 12, 2008
p.1236

A Study on the Differences of Mechanical Properties between CH₄ and CO₂ Hydrate-Bearing Sediments
p.1240

The Application of Measurement Robot in Landslides Emergency Monitoring
p.1245

Discussion about Gold Ores Mineralization of Collision-Type Orogeny in the East of Shandong
p.1249

Three Dimensional Simulation Method of Landslide Risk
p.1263

About the Unloading in Elastoplastic Inhomogeneous Bodies
p.1267

High Containing Fly Ash Grouting Material Performance Test of Large Channel Underlying Goaf
p.1271

Study on Rockburst Intensity Prediction Based on Efficacy Coefficient Method
p.1277

Fatigue Damage Model of Limestone Based on Dynamic Elastic Modulus Attenuation Rule
p.1281

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Three Dimensional Simulation Method of Landslide...

Three Dimensional Simulation Method of Landslide Risk

Abstract:

This paper presents a three dimensional simulation method by modeling on the basis of fluid dynamics and soil mechanics. The programed calculation model is suitable for the simulation of landside that present viscous movement features. Based on the tested parameters by shear tests, the movement of a typical loess landslide was simulated and its spatial range was predicted. The results showed that the loess landslide will lead to a great damage to the local historical sites as well as the densely populated city.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

1263-1266

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.1263

Citation:

Cite this paper

Online since:

August 2013

Authors:

Yong Hong*, Ai Xin Lu, Qiang Xu

Keywords:

Finite Difference, Landslide, Loess, Shear, Simulation

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* - Corresponding Author

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