VH2M2T - 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

B	m
B/L (0.33–1)	–
d/B (0–0.3)	–

s_um	kPa
k	kPa/m
c_v	m²/year
γ'	kN/m³
T_lag	months

V_p	kN
e_xV	m
e_yV	m
H_xc	kN
e_yHx	m
e_zHx	m
H_yc	kN
e_xHy	m
e_zHy	m
α_skirt	–

λ_V	–
λ_H	–
λ_s	–

L	m
d	m
A	m²
s_u0	kPa
ϰ = kB/s_u0 (0–10)	–
V	kN
H_x	kN
H_y	kN
H	kN
θ	radians
M_y	kNm
M_x	kNm
M	kNm
θ_M	radians
T	kNm

Input

Mudmat Geometry

Characteristic Soil Shear Strength

Characteristic Loads and Eccentricities

Load and Material Factors (≥ 1)

Derived Input

Optimization

Output

Uniaxial (UU)

Reduced Values Due to V

In Direction of Loading

Further Reduced Values Due to T

Output

Uniaxial (CU)

Gain

Model Coefficients

Partial Consolidation

V_u,cons	kN
H_xu,cons	kN
H_yu,cons	kN
M_xu,cons	kNm
M_yu,cons	kNm
T_u,cons	kNm

f_suf_{σ_V}	–
f_suf_{σ_{H_x}}	–
f_suf_{σ_{H_y}}	–
f_suf_{σ_{M_x}}	–
f_suf_{σ_{M_y}}	–
f_suf_{σ_T}	–
R	–
T₅₀	–
m	–

SMC	kNm
Threshold	–
Solution	–

V_ult	kN
H_xult	kN
H_yult	kN
M_xult	kNm
M_yult	kNm
T_ult	kNm

H_xmax	kN
H_ymax	kN
M_xmax	kNm
M_ymax	kNm
T_max	kNm

H_max	kN
M_max	kNm