Three-Dimensional Stability of Unsaturated Soil Slopes Reinforced by Frame Beam Anchor Plates-Reference-Cited by-同舟云学术

Three-Dimensional Stability of Unsaturated Soil Slopes Reinforced by Frame Beam Anchor Plates

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:

Huang Anping¹^ORCID,Zhu Yanpeng²^ORCID,Wang Long³^ORCID,Ye Shuaihua⁴^ORCID,Fang Guangwen⁵^ORCID

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Technology, Lanzhou 730050, China. ORCID: .

2. Professor, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Technology, Lanzhou 730050, China (corresponding author). ORCID: .

3. Lecturer, School of Environment and Civil Engineering, Jiangnan Univ., Wuxi 214122, China. ORCID: .

4. Professor, School of Civil Engineering, Lanzhou Univ. of Technology, Lanzhou 730050, China; Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Technology, Lanzhou 730050, China. ORCID: .

5. Lecturer, School of Urban Construction, Lanzhou City Univ., Lanzhou 730070, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8173

Reference59 articles.

1. Bao, C. G., B. W. Gong, and L. T. Zhan. 1998. “Properties of unsaturated soils and slope stability of expansive soils.” In Vol. of Proc., 2nd Int. Conf. on Unsaturated Soils, 71–98. Beijing: International Academic Publishers. http://refhub.elsevier.com/S0266-352X(21)00128-2/h0015.

2. Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek–Brown criterion

3. Brinkgreve, R. B. J., E. Engin, and W. M. Swolfs. 2013. Plaxis 3D 2013 user’s manual. Delft, Netherlands: Plaxis BV.

4. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

5. Recent advances in high slope reinforcement in China: Case studies

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