Toe Stability Calculation Rev 2

For embedded retaining wall

Project Information

Project
Subject

Design Information

Surcharge (kPa)
Water Level (m)
Lowest Strut (m)
Formation Level (m)
Wall Toe (m)
Wall Plastic Capacity (kNm/m)
Slope angle β (deg)

Soil Properties

Name γ (kN/m³) γ_sat (kN/m³) φ (deg) c' (kPa) cu (kPa) Dr/Ud
FILL 18.5 20 32 0 0
M 16 16.5 22 0 15

Layering

Top (m) Bottom (m) Soil
0 -3
-20

Ground level is taken from Layering top (first row).

Results

Awaiting input

DA1C1

Active moment
kNm/m
Passive moment + Mp
kNm/m
FoS
Awaiting

DA1C2

Active moment
kNm/m
Passive moment + Mp
kNm/m
FoS
Awaiting