Skip to main content
. 2024 Sep 10;10(18):e37780. doi: 10.1016/j.heliyon.2024.e37780

Fig. 6.

Fig. 6

Plots of peak shear strength ratio versus vertical stress of test Group 1 with of 0 % lime added: (a) 80 % mixing ratio, (b)100 % mixing ratio, and (c) 120 % mixing ratio.