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A retaining wall with its face inclined at 75° with horizontal is 10 m high and retains soil inclined at a uniform surcharge angle of 10°. If the angle of internal friction of the soil is 36°, wall friction angle 18°, unit weight of soil 15 kN/m3, and a line load of intensity 90 kN per metre run of the wall acts at a horizontal distance of 5 m from the crest, verify the active thrust on the wall by Culmann's method.
Q. Preloading - Control of settlements? This method consists of loading the soil strata by a load intensity which will be equal to or higher than the expected load intensity. T
Planning of Water Transport Facilities: Definition of Terms In water transport system, a number of terms are used. It is necessary for a civil engineer to know the pr
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The classification as soft wood and hard wood has commercial significance. The difference between soft wood and hard wood is described below: The color of soft wood is light
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Determine load carried by each cylinder: A hollow steel cylinder of cross-sectional area 2000 mm 2 concentrically surrounds a solid aluminium cylinder of cross-sectional area
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