Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.28 0.028 0.036 036 0.28 0.028 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay coarse sand silt fine sand clay coarse sand silt fine sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 167 mm 50 mm 15 mm 30 mm 167 mm 50 mm 15 mm 30 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 3 months 12 months 6 months 24 months 3 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth plane and rough vertical and rough vertical and smooth plane and smooth plane and rough vertical and rough vertical and smooth ANSWER DOWNLOAD EXAMIANS APP
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