Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43832 43833 3 1 43832 43833 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dry soil partially saturated soil air entrained soil dehydrated soil dry soil partially saturated soil air entrained soil dehydrated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? effective size coefficient of curvature None of these uniformity coefficient effective size coefficient of curvature None of these uniformity coefficient ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having All of these edge to edge orientation edge to face orientation face to face or parallel orientation All of these edge to edge orientation edge to face orientation face to face or parallel orientation ANSWER DOWNLOAD EXAMIANS APP
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