Laboratory Model Tests on Consolidation Performance of Soil Column with Drained-Timber Rod

Table 3

Summary of soil-column consolidation test results.

Purpose of test	Type of tests	Final settlement (mm)	Final void ratio	Water content (%)	Liquidity index	Undrained shear strength (kPa)
Effect of drainage condition	L1	32.60	0.97	50.25	0.93	13.02
	L2	32.27	0.98	50.74	0.94	13.19
	L3	36.52	0.85	46.21	0.77	17.49
	S0	36.85	0.84	46.05	0.77	17.61
Effect of pile diameter	M1	35.24	0.89	47.19	0.81	15.90
	S0	36.85	0.84	46.05	0.77	17.61
	M2	39.31	0.77	42.57	0.63	20.76
Effect of geotextile layers	N1	34.91	0.90	47.84	0.83	15.34
	S0	36.85	0.84	46.05	0.77	17.61
	N2	39.76	0.76	42.71	0.64	21.19