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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.
CBR Test is an arbitrary test', justify. Explain the procedure for conducting the CBR test in the field. Surcharge loads are used in the CBR test; Describe their significa
#questof obstacles to both chaining and ranging. ion..
Break even point: EM Electricals, Inc., contains fixed costs of Rs. 600,000 this period. Variable costs involved labour charges of Rs.100 per unit and material cost of Rs. 200
contituents of paints
types of staircases.
As far as only concrete is concerned i.e. plain concrete, the effect of water seepage is very little (depending upon the grade of concrete) whereas for RCC (reinforced cement concr
Q. Inspection and Quality Control Certificate : A 'lot' under inspection should be accepted by the inspector when no defect is found in the acceptance level tests and so certif
Q. What do by Diaphragm wall? For the construction of diaphragm walls adjacent to buildings, former experience showed that excess slurry head above groundwater level had to be
State the Loss of prestress Loss of prestress due to elastic shortening definitely occurs in pre-tensioned concrete members. But in post-tensioned members it does not occur if
miller indices?
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