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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.
describe with neat sketch the process of manufacturing of cement in the modern factory by dry process
A smooth backed vertical wall is 6.3 m high and retains a soil with a bulk unit weight of 18 kN/m 3 and φ = 18°. The top of the soil is level with the top of the wall and is horiz
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Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.
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Behaviour of struts in compression compared with the behaviour of struts in tension? Also do you know a credible source that I can reference?
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