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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.
designing of guide bunds
A proposed building site requires 135,000-ft 3 of imported fill. A borrow site is located 5-miles Northeast of the project site where the soil has a shrinkage of 16%. The amount
Los Angeles Abrasion Test: In which the aggregates are placed in a rotating drum in which a certain number of cast iron cylindrical balls are also placed, and the drum rotated
The survey has identified the beginning and ending points along an urban arterial highway that require new sidewalks. The first station is located at 5+88 and the second station is
what is the cause of scale and sludge formation and its diadvantages
Creep occurs (secondary compression) after consolidation settlements. We defined consolidation settlement, as that compression during which excess pore pressure exists in the strat
Q. Difference between road gullies and catch pits? Both road gullies and catchpits are the two fundamental types of drainage inlets of drainage system. However they are designe
defination
They stop, or slow down erosion, and stop long shore drift. This, though, can have bad knock-on effects somewhere near.
Harbour Layout: A harbour has the following constituent parts: (a) An entrance channel, 100-300 m wide (b) A turning basin, dia 400-600 m (c) A b
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