Table 3. Summary of calibration... | Emerald Publishing

Table 3.

Summary of calibration parameters for bare and vegetated specimens

Tensor	Stress and overconsolidation parameters (equation (5))	A_(ij) – for isotropic loading	Fabric parameters (equations (6) and (7))	FA (equation (19))
Soil fabric	n = 0·211 m = 0·100	A_VH\|B = 1·600 A_HH\|B = 1·797 A_HV\|B = 1·513	η_0\|B = 1·637 Ω_1\|B = −0·196 Ω_2\|B = 0·151 Ω_3\|B = 0·045	0·176
Root network	n = 0·171 m = 0·010	A_VH\|R = 2·154 A_HH\|R = 2·254 A_HV\|R = 1·849	η_0\|R = 0·446 Ω_1\|R = 0·046 Ω_2\|R = 0·560 Ω_3\|R = −0·605	0·199

Tensor	Stress and overconsolidation parameters (equation (5))	A_(ij) – for isotropic loading	Fabric parameters (equations (6) and (7))	FA (equation (19))
Soil fabric	n = 0·211 m = 0·100	A_VH\|B = 1·600 A_HH\|B = 1·797 A_HV\|B = 1·513	η_0\|B = 1·637 Ω_1\|B = −0·196 Ω_2\|B = 0·151 Ω_3\|B = 0·045	0·176
Root network	n = 0·171 m = 0·010	A_VH\|R = 2·154 A_HH\|R = 2·254 A_HV\|R = 1·849	η_0\|R = 0·446 Ω_1\|R = 0·046 Ω_2\|R = 0·560 Ω_3\|R = −0·605	0·199