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A retaining wall with a vertical back 5 m high supports cohesion less backfill of unit weight of 19 kN/m3. The upper surface of the backfill rises at an angle of 10° with the horizontal from the crest of the wall. The angle of internal friction for the soil is 30°, and the angle of wall friction is 20°. Verify the total active pressure per lineal metre of the wall and mark the direction and point of application of the thrust. Use Ruthann's graphical method.
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Hello I have an assignment due feb 1st at 3 pm. I wanted to know if it was possible that it gets solved
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A circular footing rests on a pure clay with qu = 270 kN/m 2 , at a depth of 1.8 m. Verify the diameter of the footing if it has to transmit a load of 720 kN. Suppose the bulk u
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