Research Article
Experimental Exploration of Bearing Capacity of Clay with Multiple Inflatable Anchors
Table 1
The geoparameters of the testing soil.
| | Specific gravity | Plastic limit (%) | | (%) | Water content (%) | Degree of compaction (%) | Maximum dry density (g/cm3) | Cohesion (kPa) | Friction angle (°) |
| | 2.692 | 15.90 | 17.7 | 33.64 | 28 | 83 | 1.88 | 17.6 | 23.1 |
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