Numerical Manifold Method with Endochronic Theory for Elastoplasticity Analysis

Table 5

Parameters of endochronic model for soft clay foundation under traffic loading problem.

Parameter	Value
𝐶1𝐶1 (Pa)	4.00×10^8
𝐶2 (Pa)	1.20×10^8
𝐸 (Pa)	8×10^7
𝛼1	7.00×10^3
𝛼2	4.00×10^2
𝑣	0.3