Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of internal friction cohesion angle of repose None of these angle of internal friction cohesion angle of repose None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 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 2.0m 1.5m 3m 1.0m 2.0m 1.5m 3m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio normally consolidated clay under-consolidated clay over-consolidated ciay with a high over-consolidation ratio over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 90° 0° 45° 22.5° 90° 0° 45° 22.5° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon allowable settlement only none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only allowable settlement only none of above both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only ANSWER DOWNLOAD EXAMIANS APP
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