Three-dimensional discretization-based kinematic analyses of prestressed anchor cables reinforced rotational slopes subjected to earthquakes-Reference-Cited by-同舟云学术

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Three-dimensional discretization-based kinematic analyses of prestressed anchor cables reinforced rotational slopes subjected to earthquakes

Published:2023-12-25 Issue: Volume: Page:1-26
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Zou Jin-Feng¹,Wang Chen-Chen¹,Qian Ze-Hang¹

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, Hunan Province, People’s Republic of China

Funder

National Key R&D Program of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2283771

Reference52 articles.

1. Seismic Active Earth Pressure on Walls Using a New Pseudo-Dynamic Approach

2. Stability analysis of complex rock slopes reinforced with prestressed anchor cables and anti-shear cavities

3. Chang S. Zhang S. & Xiang B. (2007). China Construction Industry Press.

4. Chen, W. F. (1975). Limit analysis and soil plasticity. Elsevier.

5. A three-dimensional slope stability analysis method using the upper bound theorem

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1. Assessing stability of 3D slopes reinforced with prestressed anchor cables considering strength reserve;Computers and Geotechnics;2024-10

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