If the fill in problem 3 carries no surcharge, what is the magnitude of the active earth pressure?..
If the fill in problem 3 carries no surcharge, what is the magnitude of the active earth pressure? Check the graphical computation by means of the charts, Fig. 30.3 Problem 3 A vertical wall 5.5 m high supports a cohesionless fill weighing 16.8 kN/m3. The surface of the fill is horizontal. The values of ' and 6 are 31o and 20o, respectively. The fill supports two line loads of 29.2 kN/m, parallel to the crest of the wall, at distances of 2.45 and 3.95 m, respectively. Compute the value of the total active earth pressure against the wall. Determine the horizontal distance from the back of the wall to the point at which the surface of sliding intersects the surface of the fill. May 22 2022 08:24 AM
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