Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these coefficient of curvature uniformity coefficient effective size None of these coefficient of curvature uniformity coefficient effective size ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is All of these a physical parameter that can be measured the stress at particles contact important because it is a function of engineering properties of soil All of these a physical parameter that can be measured the stress at particles contact important because it is a function of engineering properties of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally first increases and then decreases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit first increases and then decreases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can be zero 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 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 50 mm 30 mm 15 mm 167 mm 50 mm 30 mm 15 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
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