Upper Bound Stability Analysis of Soil-Nailed Slopes with a Discretized Technique in Layered Ground-Reference-Cited by-同舟云学术

Upper Bound Stability Analysis of Soil-Nailed Slopes with a Discretized Technique in Layered Ground

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Chenzhi¹,Huang Maosong²,Shi Zhenhao³,Li Yonghui⁴,Guo Yuancheng⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

2. Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Assistant Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

4. Associate Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

5. Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9907

Reference50 articles.

1. Optimization of Nail Inclination Angle in Soil Nail Walls Based on a Prevalent Limit Equilibrium Method

2. Three-Dimensional Limit-Equilibrium Stability Analyses of Slopes and Effect of Inclusion of Soil Nails

3. A comprehensive stability analysis of soil nailed structures;Buhan P. D.;Eur. J. Mech.,1993

4. Three-dimensional modified pseudo-dynamic analysis of reinforced slopes with inclined soil nails

5. Influence of soil nail orientations on stabilizing mechanisms of loose fill slopes