Table 7 Sample data of 10 engineering cases.
From: Method and application of stability prediction model for rock slope
Serial number | Location | g/(kN m−3) | c/kPa | j /° | φ/° | H/m | ru | MR |
|---|---|---|---|---|---|---|---|---|
1 | Zhongyancun landslide | 12 | 0 | 30 | 45 | 8 | 0.29 | F |
2 | Sujiaping landslide | 20 | 30 | 36 | 45 | 50 | 0.29 | F |
3 | Daxi landslide | 22 | 20 | 36 | 45 | 30 | 0.29 | F |
4 | Zihong reservoir right bank landslide | 12 | 0.03 | 30 | 35 | 4 | 0.29 | F |
5 | Xunyang hydropower station yangdagou landslide | 31.3 | 68 | 37 | 49 | 200.5 | 0.29 | F |
6 | Jiangxi Qiyi reservoir landslide | 18.8 | 25 | 14.6 | 20.3 | 50 | 0.4 | F |
7 | Tianshengqiao cascade II Hydropower Station No. 7 slope | 22 | 10 | 35 | 30 | 10 | 0.29 | S |
8 | Sichuan kuaoliangzi slope | 21 | 10 | 30.34 | 30 | 30 | 0.29 | S |
9 | Yunnan Touzhaigou slope | 21.5 | 15 | 29 | 41.5 | 123.6 | 0.36 | S |
10 | Huanglashi landslide in the Three Gorges of the Yangtze River | 22 | 0 | 40 | 33 | 8 | 0.30 | S |
