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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.
(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%
what are the necessary data required for foundation recommendation other than SPT value ? why can''t we go for SPT value alone?
Modes of Transport Various Modes of Transport There are several modes of transport which can be developed by a country. In every country, the principal modes exist ar
i. On single line by one or two men as required following and proceeding the lorry at a distance of 600 m. on the BG and 400 m. on the MG & NG carrying a banner flag across the tra
Permanent adjustment and temporary adjustment
Q. Function of waterproof (or separation) membrane for concrete carriageway A layer of waterproof (or separation) membrane is usually placed between sub-base and concrete slab
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closed traverse maths problems
i am facing some problem in solving the problem of elongation due to self weight suspended from fixed support in the conical bar
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