Stability Assessment of High and Steep Cutting Rock Slopes with the SSPC Method
The stability of high rock slopes has become a key engineering geological problem in the construction of important projects in mountainous areas. The original slope stability probability classification (SSPC) system, presented by Hack, has made obvious progress and been widely used in rock slope sta...
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| Main Authors: | Hongliang Tao, Guangli Xu, Jingwen Meng, Ronghe Ma, Jiaxing Dong |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/8889526 |
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