Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter both (A) and (B) only in floating ring type consolido-meter None of these only in fixed ring type consolido-meter both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as negative 1 zero non-plastic (NP) negative 1 zero non-plastic (NP) 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 6 months 12 months 24 months 3 months 6 months 12 months 24 months 3 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test consolidated drained test unconsolidated drained test unconsolidated undrained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
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