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

Table 3

Experimental values of e, and k obtained by Abbasi et al. [26].

e	(N/m^2)
1.10	14000
1.05	28000
0.95	59000
0.85	120000
0.75	220000
0.65	450000
0.60	925000
e	k (m/yr)
1.75	0.683
1.60	0.315
1.20	0.084
0.85	0.021
0.65	0.011