CANTILEVER RETAINING WALL DESIGN USING ETABS INPUTS

Load Application to the wall
Copyright © 2019 Uzair Siddiqui, R.E.
Note:
Input is Red, Computed Parameters is black, Output is Green
In case of water table, take higher value of soil unit weight from dry soil & Saturated
Soil angle of internal friction 30 Degrees
Soil Unit weight 120 lb/ft^3
Surcharge loading 102 lb/ft^2
Active Earth pressure co-efficient 0.333 ===> Active
Passive Earth pressure co-efficient 3.000 ===> Passive
Type of application of pressure 0.271
H (Ft) =

,oil & Saturated soil




H (Ft) = 20

0.650376 K/ft/ft 0.027641




Unfactored Soil
Pressure Unfactored Surcharge Pressure



Loading per ft of wall sec