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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.
by estimation
Vertical Gradient: Vertical gradient can be of three types: Ruling Gradient Used as a matter of course. Limiting Gradient Used in situations where site condit
Question What is the reason that shallow bedrock condition adverse for open berth piers? Answer Most severe load on piers generally is horizontal load due to berthing
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describe how you would range a surveying line betwen two point wich are not entervisible?
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Question Soil nails are mostly designed for stabilization of key slips . How can designer cater for stability of minor slips? Answer There are many methods to treat mi
Determine the Basic Concepts of Prestressing In the year 1904, Freyssinet tried to introduce prestresses in concrete to resist stresses developed due to external loads. Later,
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