Retaining Estabilized MSE NOT READY!!
Sunday 21st of June 2026 07:13:37 AM
Indranil Book 208.7
Results:
Ls_strip_lenth(ft)= 0
LR length(ft)= 0
LE length(ft)= 0 
Ka_Coefficient= 0 
R force(lb)= 0 
Ph pa @ D(psi)=  

Input Data
D(ft):
hw(ft):
γsoil(pcf):
Φsoil:
m(ft):
δFric-mem(°):
n(ft):
t(in):

Nomenclature
m,n = Tributary wall dimensions(ft)
t = Geomembrane strip width (in).
LR, LE, Ls = Strip lengths (ft); Ls=LR+LE.
D = Depth from surface (ft)
γsoil= Soil density (pcf)
Φsoil= Soil, friction angle
δMembrane= Friction_angle_between membrane strip and soil

Analysis Calculus
Sunday 21st of June 2026 07:13:37 AM
    ∝1=0 deg
    b=0 in     ∝=0 deg
    β=0 deg     h=0 in
    Aseg=0 in2     Afp=0 in2 ACI-349 Apx-B Anchor Bolts Embedments
    Ap=0 in2     Fu=0 kips ACI-349 Apx-B Anchor Bolts Embedments