Derivation of Universal Curves for Nonlinear Soil Consolidation with Potential Constitutive Dependences

Table 2

Values of the parameters and dimensionless groups of simulations.

Block	Set								ᴪ
					(m)	(m/yr)	(N/m^2)	(N/m^2)	/	(m)	(m/yr)		(yr)
I	1	0.1	0.500	1.0	1.00	0.02	30000	60000	2	0.933	0.0141	0.40	0.4566	0.7131
	2	0.1	0.500	1.0	1.00	0.02	60000	120000	2	0.933	0.0141	0.40	0.2283	0.7131
	3	0.1	0.500	1.0	1.75	0.01	30000	60000	2	1.633	0.0071	0.40	2.7968	0.7131
	4	0.1	0.500	1.3	1.42	0.04	22000	44000	2	1.325	0.0283	0.40	0.5459	0.7131
II	5	0.1	1.500	1.0	1.00	0.02	30000	90000	3	0.896	0.0038	-0.40	1.0597	0.9834
III	6	0.2	0.600	1.0	1.00	0.02	30000	60000	2	0.871	0.0132	0.40	0.9142	0.7139
	7	0.1	0.767	1.0	1.00	0.02	30000	120000	4	0.871	0.0069	0.40	0.4360	0.7246
	8	0.2	0.920	1.0	1.00	0.02	30000	180000	6	0.699	0.0038	0.40	0.8409	0.7312