Table 4.

Results of shear strength for Group1 (0 % lime added) test program.

Group 1: 0 % Lime		Average peak shear strength ratio			Average residual shear strength ratio
Mixing Ratio	Vertical Stress (kPa)	24 h	48 h	72 h	24 h	48 h	72 h
40 %	85.5	–	113.437	–	–	93.305	–
	172.4	–	164.929	–	–	159.509	–
	259.3	–	228.810	–	–	224.551	–
80 %	85.5	132.220	158.735	131.486	91.819	93.305	90.350
	172.4	180.700	229.584	192.821	147.278	189.320	146.177
	259.3	248.279	280.302	247.545	196.493	246.619	210.083
100 %	85.5	152.153	158.297	151.766	94.467	81.536	93.692
	172.4	215.259	251.953	230.746	167.639	169.315	163.380
	259.3	271.784	291.986	308.177	219.518	240.200	230.746
120 %	85.5	142.871	175.926	150.951	83.005	95.492	85.943
	172.4	221.835	276.560	234.323	156.093	162.704	162.337
	259.3	278.029	317.695	301.902	217.428	276.560	233.221