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A retaining wall 4.5 m high with vertical back supports a backfill with horizontal surface. The unit weight of the fill is 18 kN/m3 and the angle of internal friction is 36°. The angle of wall friction may be taken as 18°. A footing running parallel to the retaining wall and carrying a load of 18 kN/m is to be constructed. Search the safe distance of the footing from the face of the wall so that there is no increase in lateral pressure on the wall because of the load of the footing.
#ques5. A rectangular channel is 3 m in width and draws water from a lake. The channel slope is 0.001 and the Manning’s n is 0.0013. What will be the discharge in the channel when
Geological Classification Based on their beginning of formation stones are classified into 3 main groups-Igneous, sedimentary and metamorphic rocks. Igneous Rocks: Thes
Immersed tube method for underwater crossing includes the following basic construction steps: (i) Prefabricating long tunnel units (concrete orsteel shell) in a dry-dock or shi
Explain the Watersheds - Hydrology The surface area on which runoff generated will flow to a common stream or body of water by gravity. Often separated by higher elevations/top
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How to read verniers and main scale readings on theodolite of 10"?
Question Under which situation ought to engineers use pot bearings instead of elastomeric bearings ? Answer In an event of high vertical loads shared with large angl
pert disadvantages of software support, datacollection , interpretation of results issues
to find height difference between two or more points in different conditions
difference between flat slab and normal slab
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