Limit Analysis for 3D Stability of Unsaturated Inhomogeneous Slopes Reinforced with Piles-Reference-Cited by-同舟云学术

Limit Analysis for 3D Stability of Unsaturated Inhomogeneous Slopes Reinforced with Piles

Published:2023-04 Issue:4 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Yunong¹,Zhao Wei²,Liu Chang²,Wang Liwei³

Affiliation:

1. Associate Professor, School of Civil Engineering & Mechanics, Yanshan Univ., Qinhuangdao, Hebei 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao, Hebei 066004, China (corresponding author).

2. Master’s Student, School of Civil Engineering & Mechanics, Yanshan Univ., Qinhuangdao, Hebei 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao, Hebei 066004, China.

3. Associate Professor, School of Civil Engineering & Mechanics, Yanshan Univ., Qinhuangdao, Hebei 066004, China; Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan Univ., Qinhuangdao, Hebei 066004, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7802

Reference39 articles.

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

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4. A three-dimensional (3D) analytical solution for the ultimate side shear resistance of rock-socketed shafts

5. Method to estimate lateral force acting on stabilizing piles;Chen W. F.;Soils Found.,1975

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