Atterberg limits and FL of the colluvium from the large-depth collapses in Xiao-Lin Village
| Test | Value |
|---|---|
| Unit weight according to the sand-and-gravel ratio: kN/m3 | 22.36–24.95 |
| Unit weight of the recently obtained dry soil: kN/m3 | 20.87–22.89 |
| Specific weight of soil particles sieved through number 4 meshes | 2.74 |
| SL: % | 13.12 |
| PL: % | 15.67 |
| LL: % | 17.68–19.03 |
| FL: % | 25.41 |
| Test | Value |
|---|---|
| Unit weight according to the sand-and-gravel ratio: kN/m3 | 22.36–24.95 |
| Unit weight of the recently obtained dry soil: kN/m3 | 20.87–22.89 |
| Specific weight of soil particles sieved through number 4 meshes | 2.74 |
| SL: % | 13.12 |
| PL: % | 15.67 |
| LL: % | 17.68–19.03 |
| FL: % | 25.41 |
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