Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and 0.5 kg/cm² zero and zero 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and 0.5 kg/cm² zero and zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells 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 undrained test unconsolidated drained test consolidated drained test unconsolidated undrained test consolidated undrained test unconsolidated drained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these falling head method constant head method both the above None of these falling head method constant head method both the above ANSWER DOWNLOAD EXAMIANS APP
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