Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids porosity air content voids ratio percentage air voids porosity air content voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 1.0m 1.5m 2.0m 3m 1.0m 1.5m 2.0m 3m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity allowable settlement only none of above ultimate bearing capacity of soil only both allowable settlement and ultimate bearing capacity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is PI>27 17 7 0 < PI < 7 PI>27 17 7 0 < PI < 7 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay sand clayey silt silt clay sand clayey silt silt ANSWER DOWNLOAD EXAMIANS APP
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