Table 1. Summary of soils parameters... | Emerald Publishing

Table 1.

Summary of soils parameters accounted for and inputs of CPT interpretation

Methods	Soil properties accounted for	CPT inputs	Independent measurements	Assumed or measured field variables
Been et al. (1986)	$λ_{10}$	$q_{t}, u_{2}$	Triaxial and pressuremeter tests	$σ_{v 0},$ $σ_{v 0}^{'},$ $K_{0}$
Plewes et al. (1992)	$λ_{10},$ $M_{t c}$	$q_{t}, u_{2}, f_{s}$	Triaxial and pressuremeter tests	$σ_{v 0},$ $σ_{v 0}^{'},$ $K_{0}$
Cavity expansion (Ghafghazi and Shuttle, 2008 ; Shuttle and Jefferies, 1998)	${G, p_{0}^{'} M}_{t c},$ $N, H, λ, ν$	$q_{t}, u_{2}, f_{s}$	Triaxial, pressuremeter tests and shear wave velocity measurement	$σ_{v 0},$ $σ_{v 0}^{'},$ $G,$ $K_{0}$
Simplified equations of Shuttle and Jefferies (1998)	${G, p_{0}^{'} M}_{t c}, N, H, λ, ν$	$q_{t}, u_{2}, f_{s}$	Triaxial tests, pressuremeter tests and shear wave velocity measurement	$σ_{v 0}$ ⁠, $σ_{v 0}^{'}$ ⁠, $G$ ⁠, $K_{0}$
Robertson (2010)	—	$q_{t}, f_{s}$	N/A	$σ_{v 0}$ ⁠, $σ_{v 0}^{'}$

Methods	Soil properties accounted for	CPT inputs	Independent measurements	Assumed or measured field variables
Been et al. (1986)	$λ_{10}$	$q_{t}, u_{2}$	Triaxial and pressuremeter tests	$σ_{v 0},$ $σ_{v 0}^{'},$ $K_{0}$
Plewes et al. (1992)	$λ_{10},$ $M_{t c}$	$q_{t}, u_{2}, f_{s}$	Triaxial and pressuremeter tests	$σ_{v 0},$ $σ_{v 0}^{'},$ $K_{0}$
Cavity expansion (Ghafghazi and Shuttle, 2008; Shuttle and Jefferies, 1998)	${G, p_{0}^{'} M}_{t c},$ $N, H, λ, ν$	$q_{t}, u_{2}, f_{s}$	Triaxial, pressuremeter tests and shear wave velocity measurement	$σ_{v 0},$ $σ_{v 0}^{'},$ $G,$ $K_{0}$
Simplified equations of Shuttle and Jefferies (1998)	${G, p_{0}^{'} M}_{t c}, N, H, λ, ν$	$q_{t}, u_{2}, f_{s}$	Triaxial tests, pressuremeter tests and shear wave velocity measurement	$σ_{v 0}$ , $σ_{v 0}^{'}$ , $G$ , $K_{0}$
Robertson (2010)	—	$q_{t}, f_{s}$	N/A	$σ_{v 0}$ , $σ_{v 0}^{'}$