Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown-Reference-Cited by-同舟云学术

Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown

Published:2019-04 Issue:4 Volume:19 Page:06019002
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rao Pingping¹,Zhao Linxue²,Chen Qingsheng³,Nimbalkar Sanjay⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Shanghai for Science and Technology, Shanghai 200093, China.

2. Ph.D. Student, School of Civil Engineering, Univ. of Queensland, Brisbane 4072, Australia.

3. Research Academic, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, No. 21 Lower Kent Ridge Road, Singapore 119077 (corresponding author).

4. Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Ultimo, NSW 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001375

Reference29 articles.

1. Stability analysis of slopes reinforced with piles

2. Investigation of stability of slopes under drawdown conditions

3. Numerical Analysis of the Stability of a Slope Reinforced with Piles

4. Soil–structure interaction for landslide stabilizing piles

5. Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure

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