Consolidated NcV - Web Apps for Engineers

Web Apps for Engineers

The author shall not be liable for any direct, consequential or incidental damages arising out of the use of this program. The entire risk as to the quality, performance and application of the program lies with the user. This page was established and is maintained by Professor Susan Gourvenec, University of Southampton, as a teaching tool and to assist research dissemination. susan.gourvenec@southampton.ac.uk

γ	kN/m³
k	m/s
κ	–
λ	–
e	–
M = q/p'	–
OCR	–
σ'_vo	kPa
G_s	–
γ_w	kN/m³

v_p/v_u	–
t_cons	years

T₅₀	–
m	–
f_σ	–
f_su	–

γ'	kN/m³
A	m²
ϕ'	degrees
K_0,NC	–
K_0,OC	–
s_u/σ'_v	–
R = (s_u/σ'_v)_NC	–
s_um	kPa
k_su	kPa/m
κ_su = k{{B_or_D_label}}/s_um	–
e₀	–
m_v0	1/kPa
c_v0	m²/year

N_cV	–
v_{ult,exc. surcharge}	kPa
v_{ult,inc. surcharge}	kPa
c_v0	m²/year
T	–
U	–
v_p	kPa
f_σv_p	kPa
v_{u,cons_max}	kPa
v_u,cons	kPa
v_u,cons/v_{u,cons_max}	–
v_u,cons/v_u	–
% gain in v_ult	%

Input

Foundation

Soil

Loading

Method

Derived Input

Output

{{B_or_D_label}}	m
α_base	–