Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 90° 45° 225° 135° 90° 45° 225° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 16 3 9 6 16 3 9 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 partially saturated soil dehydrated soil dry soil air entrained soil partially saturated soil dehydrated soil dry soil air entrained soil 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 unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.1125 m3/sec 0.18 m3/sec 0.00018 nrVsec 0.0045 m3/sec 0.1125 m3/sec 0.18 m3/sec 0.00018 nrVsec 0.0045 m3/sec 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
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