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