Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method

Table 4

Hyperbolic model parameters.

Cementation solution	(kPa)			(×10^3 kPa)	(kPa)
125 mL	50	0.0085	0.0047	11.79	215.05
	100	0.0040	0.0029	24.94	342.47
	200	0.0049	0.0019	20.58	537.63
	300	0.0033	0.0015	30.49	684.93