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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.
Shear stress in rectangular section formula
Major bridge - Major bridge is one of which has a total linear waterway of 18 m or more for multiple span and total linear water way of 12 m or more for single span. Important b
The state of stress at a point is given by the stress components sx = 70 MPa, sy = 10 MPa and ?xy = - 40 MPa. Using Mohr''s circle, find (i) Principal stresses, and (ii) Principal
Q. The following observations were recorded in a Field density determination by sand-replacement method: Volume of Calibrating can = 1000 cm3 Weight of empty can = 10 N We
Q. Shoes of prefabricated drains? Shoes are generally installed in prefabricated drains for the below : (i) It avoids the entry of soils in the mandrel by sealing it at the
Storm water flows at a depth of 4 ft in the natural channel as shown in the figure. The channel has a slope of 0.0l ft/ft and n = 0.025. 1. Determine the flow area:
Explain briefly shallow foundation?
calculate npsh
a) Take into consideration the boiler efficiency, and verify the cost of heating the building, during the heating season, using present oil and gas prices. b) Investigate the i
what is maximum flood level
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