Soil Mechanics and Foundation Quick sand is a flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils flow condition occurring in cohesive soils type of sand flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesionless soils flow condition occurring in cohesive soils type of sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following statements is correct? For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. A soil is said to be well graded if it has most of the particles of about the same size Uniformity coefficient represents the shape of the particle size distribution curve. None of these For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. A soil is said to be well graded if it has most of the particles of about the same size Uniformity coefficient represents the shape of the particle size distribution curve. None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing cohesion and effective unit weight of soil effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective unit weight of soil and effective angle of shearing resistance effective angle of shearing resistance cohesion and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The effect of cohesion on a soil is to increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] increase both the active earth pressure intensity and passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] increase both the active earth pressure intensity and passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of small magnitude different shear strengths of large magnitude different shear strengths of small magnitude same shear strength of large magnitude same shear strength of small magnitude different shear strengths of large magnitude different shear strengths of small magnitude same shear strength of large magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Is always same in both directions Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
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