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A partially saturated soil from an earth fill has a natural water content of 19% and a bulk unit weight of 19.33 kN/m3. Suppose the specific gravity of soil solids as 2.7, compute the degree of saturation and void ratio. If subsequently the soil gets saturated, verify the dry density, buoyant unit weight and saturated unit weight.
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Vertical Curves: When two vertical gradients meet, it is necessary to provide a vertical curve. Two types of vertical curves are used: (a) Summit curve, where the point of
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Cost-Volume-Profit and Break Even Analysis: Cost-volume-profit analysis helps us to learn the behaviour of cost and profit in response to varying level of business activity. I
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