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(i) A dry soil has a void ratio of 0.65 and its grain exact gravity is = 2.80. What is its unit weight?
(ii) Water is added to the sample so that its degree of saturation is 60% without any alter in void ratio. Verify the water content and unit weight.
(iii) The sample is next placed below water. Verify the true unit weight (not considering buoyancy) if the degree of saturation is 95% and 100% correspondingly.
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Creep occurs (secondary compression) after consolidation settlements. We defined consolidation settlement, as that compression during which excess pore pressure exists in the strat
WHAT LUG ANGLE
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What is highway economics and what are its main contents to study ?
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The objective of this module is:- For the student to identify the track design issues and there relationships that will need to be considered in the development of a feasibil
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