Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these cohesion angle of internal friction angle of repose None of these cohesion angle of internal friction angle of repose ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43832 1 3 43833 43832 1 3 43833 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is inversely proportional to drainage path a dimensional parameter directly proportional to permeability of soil independent of thickness of clay layer inversely proportional to drainage path a dimensional parameter directly proportional to permeability of soil independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of angle of internal friction only both cohesion and angle of internal friction cohesion only both cohesion and angle of internal friction angle of internal friction only both cohesion and angle of internal friction cohesion only both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
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