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 1.5m 2.0m 3m 1.0m 1.5m 2.0m 3m 1.0m 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 0° 90° 22.5° 45° 0° 90° 22.5° 45° 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 3 months 6 months 12 months 24 months 3 months 6 months 12 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S > 0 0 ≤ S ≤ 100 S < 0 0 < S < 100 S > 0 0 ≤ S ≤ 100 S < 0 0 < S < 100 ANSWER DOWNLOAD EXAMIANS APP
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