Research Article
Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area
Table 1
Main geotechnical physical and mechanical property indices.
| | Indicators | ②-1 Layer of loess-like soil (Q4al + pl) | ②-2 Layer of loess-like soil (Q4al + pl) | ③-Layer of ancient soil (Q3el) | ④-Layer of powdered clay (Q3al + pl) | ⑤-Layer of powdered clay (Q3al + pl) |
| | Natural water content (%) | 22.6 | 30.1 | 26.8 | 26.9 | 25.7 | | Natural gravity (km/m3) | 17.6 | 18.9 | 19.1 | 19.2 | 19.4 | | Compression coefficient (Mpa−1) | 0.28 | 0.32 | 0.29 | 0.31 | 0.26 | | Cohesion (kPa) | 31.0 | 17.9 | 24.0 | 23.0 | 25.6 | | Internal friction angle (°) | 19.2 | 18.0 | 17.7 | 20.6 | 20.6 |
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