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A bed of sand 12 m thick is underlain by a compressible stratum of normally loaded clay, 6 m thick. The water table is at a depth of 5 m below the ground level. The bulk densities of sand above and below the water table are 17.5 kN/m3 and 20.5 kN/m3 respectively. The clay has a natural water content of 40% and LL of 45%. G = 2.75. Estimate the probable final settlement if the average increment in pressure due to a footing is 100 kN/m2.
Unsealed contraction joints in concrete pavement For unreinforced concrete pavement, contraction joint is an approximately 3mm wide groove with a depth of about one-third to o
Q. A crossover is to be laid between two parallel B. G. tracks at 4.725 m centers by using 52 kg, 1 in 8½ and 1 in 12 turnouts. For this layout, i. Determine the main geometrica
Ask quA contractor has both a 3-cy and a 5-cy shovel in the equipment fleet. Select the minimum size shovel that will excavate 450,000 bcy of common earth in a minimum of 120 worki
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Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep
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HIGHWAY TRANSPORTATION: Broadly, there are two classes of roads: (a) Urban, and (b) Rural (Non-urban). Urban roads are those which are located within tow
Explain the Traffic Safety - Transportation Crash rates are normally considered better indicators of risk than crash frequencies. a. Crash rates for intersections are norma
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