Upper Limit Analysis for the Ultimate Bearing Capacity of a Multilayer Slope with Horizontal Stratification-Reference-Cited by-同舟云学术

Upper Limit Analysis for the Ultimate Bearing Capacity of a Multilayer Slope with Horizontal Stratification

Published:2023-06 Issue:6 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Shiwei¹^ORCID,Su Hui²^ORCID,Zhang Zhenping³,Leng Xianlun⁴,Qu Chunlai⁵,Li Jianhe⁶

Affiliation:

1. Associate Professor, College of Water Conservancy and Hydropower, Hebei Univ. of Engineering, Handan 056038, Hebei, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Wuhan 430071, China (corresponding author). ORCID: .

2. Professor, College of Water Conservancy and Hydropower, Hebei Univ. of Engineering, Handan 056038, Hebei, China. ORCID: .

3. Lecturer, School of Architecture and Civil Engineering, Shenyang Univ. of Technology, Shenyang 110870, Liaoning, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

4. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

5. Associate Professor, College of Water Conservancy and Hydropower, Hebei Univ. of Engineering, Handan 056038, Hebei, China.

6. Associate Professor, Changjiang Institute of Survey, Planning, Design and Research, Wuhan 430010, Hubei, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8114

Reference32 articles.

1. Ultimate Bearing Capacity of a Strip Footing on Ground Reinforced by a Trench

2. Bowles, L. 1996. Foundation analysis and design. New York: McGraw-Hill.

3. Evaluation of the bearing capacity of footings on slopes

4. An upper bound solution to undrained bearing capacity of rigid strip footings near slopes;Chen T. J.;Int. J. Civ. Eng.,2020

5. Chen, W. F. 2013. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.