Research Article
Investigation on the Shear Behavior and Mechanism of MICP-Treated Loess Soil
Table 2
Test arrangements in this study.
| Sample | Calcium source | Cementation concentration (M) | Retention time (day) |
| CS1 | Calcium chloride | | | CS2 | Calcium lactate | | | CS3 | Calcium acetate | | |
| BC0 | | 0 | | BC1 | | 0.5 | | BC2 | | 0.75 | | BC3 | | 1.0 | | BC4 | | 1.25 | | BC5 | | 1.5 | |
| RT1 | | | 0 | RT2 | | | 3 | RT3 | | | 7 | RT4 | | | 14 |
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