Question

A 12-ft high retaining wall has backfill of granular soil with an internal angle of friction of 30 and unit weight of 125 pef. What is the Rankine passive earth pressure on the wall?

Answer 1

P_p = 27000 psf

Step-by-step explanation:

given,

height of the retaining wall = h = 12 ft

internal angle of friction (∅)= 30°

unit weight = 125 pcf

Rankine passive earth pressure = ?

k_p is the coefficient of passive earth pressure

`k_p = (1 + sin\phi)/(1 - sin\phi)`

`k_p = (1 + sin30^0)/(1 - sin30^0)`

k_p = 3

Passive earth pressure

`P_p = (1)/(2)k_p \gamma H^2`

`P_p = (1)/(2)* 3* 125 * 12^2`

P_p = 27000 psf

Rankine passive earth pressure on the wall is equal to P_p = 27000 psf