Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of large magnitude different shear strengths of large magnitude different shear strengths of small magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of large magnitude different shear strengths of small magnitude same shear strength of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path 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 consolidated undrained test unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? sand bath method calcium carbide method pycnometer method oven drying method sand bath method calcium carbide method pycnometer method oven drying method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
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