Modeling Irregularly Inclined Fissure Surfaces within Nonuniform Expansive Soil Slopes-Reference-Cited by-同舟云学术

Modeling Irregularly Inclined Fissure Surfaces within Nonuniform Expansive Soil Slopes

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Man-Yu¹,Li Dian-Qing²,Tang Xiao-Song³,Liu Yong⁴^ORCID

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P. R. China.

2. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P. R. China.

3. Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P. R. China (corresponding author).

4. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Institute of Engineering Risk and Disaster Prevention, Wuhan Univ., 299 Bayi Rd., Wuhan 430072, P. R. China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002474

Reference44 articles.

1. Design of geosynthetic-reinforced slopes in cohesive backfills

2. Mechanical properties of two expansive clay soils from Sudan

3. Modeling response spectrum compatible pulse-like ground motion

4. Cheng, Z. L., and B. W. Gong. 2015. Expansive soil slope. Beijing: Science Press.

5. Strength Characteristics and Slope Stability Analysis of Expansive Soil with Filled Fissures

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A vector sum analysis method for stability evolution of expansive soil slope considering shear zone damage softening;Journal of Rock Mechanics and Geotechnical Engineering;2024-06

2. Deformation mechanism and treatment effect of deeply excavated expansive soil slopes with high groundwater level: Case study of MR-SNWTP, China;Transportation Geotechnics;2024-05

3. Displacement prediction of deep excavated expansive soil slopes with high groundwater level based on VDM-LSSVM;Bulletin of Engineering Geology and the Environment;2023-07-18

4. Failure Evolution Characteristics and Resistivity Damage Model of Expansive Clay with Filled Fissures under Uniaxial Compression;KSCE Journal of Civil Engineering;2023-06-24

5. Efficient Method for Calculating Slope Failure Risk Based on Element Failure Probability;Applied Sciences;2023-04-11