Research Article
Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area
Table 7
Calculation parameters selected for the anti-slip stability calculations.
| | Material name | Weight capacity
(KN/m3) | Floating capacity
(KN/m3) | Cohesion
(KPa) | Friction angle
(°) | Cohesion (kPa)
(underwater) | Friction angle
(°)
(underwater) |
| | Soil mixture | 17.1 | 8.0 | 31.5 | 20.4 | 30 | 18 | | Loess layer | 17.6 | 8.6 | 18.0 | 16.0 | 16.0 | 14.0 | | Paleosol | 19.1 | 10.2 | 28 | 18.5 | 26 | 16.5 | | Powdered clay | 19.2 | 10.2 | 22 | 19.5 | 20 | 17.5 |
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