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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.
how does the particle number and size affect the slurry flow in a centrifugal pump?!
Three alternatives are being considered for improving a street intersection.The annual dollar savings on account of the improvement is shown below. Assume that the intersection wi
Explain Plate jig 1) The major parts of this jig is plate from which it takes its name other necessary parts and drill bush and locating pins. 2) Plate jigs are general for
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Q. Defaults for precast concrete pipes made by spinning? Small diameter precast concrete pipes are generally manufactured by spinning method. The spinning method fundamentally
Compaction to freshly placed concrete piles In general practice, reliance is placed on the self-compaction of particularly designed concrete mixes to achieve adequate compact
calculate the support reaction as shown in figure;
The thickness of a saturated specimen of clay under a consolidation pressure of 100 kN/m 2 of is 24 mm and its water content is 20%. On enhance of the consolidation pressure to 20
define of window pivoted
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