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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.
Calculate the Benefit-Cost Analysis Ratio A city engineer is deciding which of two alternatives to select. If the interest rate is 10% per year, the Benefit-Cost analysis rat
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Q. Internal force of preloaded fasteners? Force in a bolt in a bolted joint relies on the preloading force applied to it at the time of the tightening operation. For example, w
component of bridge flooring
Question While design life will it be same as return period for design situations ? Answer Design life means least duration a structure is accepted to last. Longe
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Question If n a number of codes, they boundary ratio of weight of hammer to weight of pile for pile driving. What will be the key reason for this? Answer As a hamm
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Q. What do you know about Shallow Piers? In case of some of the existing bridges, piers may be shallow and grip may be found to be inadequate. Protection round piers is then re
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