Numerical Simulation of Soil Levee Slope Instability Using Particle-Flow Code Method-Reference-Cited by-同舟云学术

Numerical Simulation of Soil Levee Slope Instability Using Particle-Flow Code Method

Published:2019-05 Issue:2 Volume:20 Page:04019001
ISSN:1527-6988
Container-title:Natural Hazards Review
language:en
Short-container-title:Nat. Hazards Rev.

Author:

Su Huaizhi¹,Fu Zhaoqing²,Gao Ang³,Wen Zhiping⁴

Affiliation:

1. Professor, State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai Univ., Nanjing 210098, China; Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Graduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China.

3. Engineer, National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai Univ., Nanjing 210098, China.

4. Associate Professor, Dept. of Computer Engineering, Nanjing Institute of Technology, Nanjing 211167, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Social Sciences,General Environmental Science,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29NH.1527-6996.0000327

Reference29 articles.

1. A comparative study of slope stability methods and mitigative design of a highway embankment landslide with a potential for deep seated sliding

2. An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure

3. Finite element simulation of an embankment on soft clay – Case study

4. Investigating instability in granular materials by means of a microstructural model

5. Slope failure characteristics and stabilization methods

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