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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.
At what places deep foundation are made?
plz tell me the ratio of sand,aggregate,and asphalt.pl tell me the mm of aggregate
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Q. How to set Location of the bridge? A bridge is normally located where the river section has minimum width so that the structure becomes shorter and economical. As far as pos
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State the term - Terminology There are many technical terms whose understanding provides us with a good insight of the subject. Some of these terms are, indeed, general and t
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how can i design reinforcement for a two way slab
Question Spacing of manholes in straight sections for diverse pipe sizes is stated in Storm water Drainage Manual. How are figures arrived on? Answer For pipe size
Discussscales and sludges. Writea note on internal treatment of water
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