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A completely saturated sample of clay has a volume of 31.25 cm3 and a weight of 0.5866 N. The same sample after drying has a volume of 23.92 cm3 and a weight of 0.4281 N. Compute the porosity of the initial soil sample, specific gravity of the soil grains and shrinkage limit of the sample.
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Q. Test for determination of Ultimate Compressive Strength The test pieces are to be loaded either till the failure of the steel laiminate or till the irreversible squeezing ou
A contractor established a policy to purchase equipment over leasing only if the return is a minimum of 15%. Given the following conditions, the contractor's decision based on the
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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
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#question.Techniques of Operations Research - Transportation Problem, Transportation Models Transportation Problems Transportation plays an important role in our econ
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