Research Article
Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method
Table 3
Triaxial consolidation and drainage shear test scheme.
| | Bacterial solution (mL) | Cementation solution (mL) | Quality of expansive soils (g) | Confining pressure (kPa) | Degree of compaction (%) |
| | 50 | 50, 75, 100, 125 | 500 | 50, 100, 200, 300 | 90 | | 0 | 0 | 500 | 50, 100, 200, 300 | 90 |
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