Research Article
Experimental Study on the Strength Characteristics of Expansive Soils Improved by the MICP Method
Figure 3
Relations between and (-) of expansive soil samples.
(a) Unimproved expansive soils |
(b) The cementation solution is 50 mL |
(c) The cementation solution is 75 mL |
(d) The cementation solution is 100 mL |
(e) The cementation solution is 125 mL |