Civil Engineering > GATE 2016 SET-2 > Earth Pressure
The soil profile at a site consists of a 5 m thick sand layer underlain by a c-ϕ soil as shown in figure. The water table is found 1 m below the ground level. The entire soil mass is retained by a concrete retaining wall and is in the active state. The back of the wall is smooth and vertical. The total active earth pressure (expressed in kN/m2) at point A as per Rankine's theory is

Correct : 71.7

Similar Questions

A vertical smooth rigid retaining wall is supporting horizontal ground with dry cohesionless backfill having a friction angle of 30o. The inclinations of failur...
#932 MCQ
A smooth vertical retaining wall supporting layered soils is shown in the figure. According to Rankine's earth pressure theory, the lateral active earth pressur...
#1063 Fill in the Blanks
A vertical cut is to be made in a soil mass having cohesion c, angle of internal friction ϕ, and unit weight γ. Considering Ka and Kp as the coefficients of act...
#1185 MCQ

Related Topics

active earth pressure civil engineering Rankine theory soil profile analysis GATE Civil Engineering 2016 active earth pressure calculation civil engineering gate soil mechanics GATE active earth pressure point A GATE 2016 Set-2

Unique Visitor Count

Total Unique Visitors

Loading......