Table 1. Summary of model parameters for...

Table 1.

Summary of model parameters for Cowden till

Component	Parameters
Strength (Van Eekelen, 1980), equation (3)	$X = 0 \cdot 548, Y = 0 \cdot 698, Z = 0 \cdot 100$
Non-linear Hvorslev surface – shape (Tsiampousi et al., 2013), equation (1)	$α = 0 \cdot 25, n = 0 \cdot 40$
Non-linear Hvorslev surface – plastic potential (Tsiampousi et al., 2013), equation (2)	$β = 0 \cdot 20, m = 1 \cdot 00$
Virgin consolidation line	$ν_{1} = 2 \cdot 20, λ = 0 \cdot 115$
Non-linear elasticity – swelling behaviour	$κ = 0 \cdot 021$
Non-linear elasticity – small-strain shear modulus (Taborda et al., 2016), equation (4)	$G_{0}^{*} = 110 MPa, p'_{ref} = 100 \cdot 0 kPa$
Non-linear elasticity – shear stiffness degradation (Taborda et al., 2016), equation (4)	$a = 9 \cdot 78 \times 10^{- 5}$ ⁠, $b = 0 \cdot 987$ ⁠, $R_{G, min} = 0 \cdot 05$

Component	Parameters
Strength (Van Eekelen, 1980), equation (3)	$X = 0 \cdot 548, Y = 0 \cdot 698, Z = 0 \cdot 100$
Non-linear Hvorslev surface – shape (Tsiampousi et al., 2013), equation (1)	$α = 0 \cdot 25, n = 0 \cdot 40$
Non-linear Hvorslev surface – plastic potential (Tsiampousi et al., 2013), equation (2)	$β = 0 \cdot 20, m = 1 \cdot 00$
Virgin consolidation line	$ν_{1} = 2 \cdot 20, λ = 0 \cdot 115$
Non-linear elasticity – swelling behaviour	$κ = 0 \cdot 021$
Non-linear elasticity – small-strain shear modulus (Taborda et al., 2016), equation (4)	$G_{0}^{*} = 110 MPa, p'_{ref} = 100 \cdot 0 kPa$
Non-linear elasticity – shear stiffness degradation (Taborda et al., 2016), equation (4)	$a = 9 \cdot 78 \times 10^{- 5}$ , $b = 0 \cdot 987$ , $R_{G, min} = 0 \cdot 05$