Soil Mechanics and Foundation Water content of soil can be greater than 100 % be less than 0 % take values only from 0 % to 100 % never be greater than 100 % be greater than 100 % be less than 0 % take values only from 0 % to 100 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is 1 zero between 0 and 1 greater than 1 1 zero between 0 and 1 greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 20.0 kN/m3 18.6 kN/m3 23.2 kN/m3 22.0 kN/m3 20.0 kN/m3 18.6 kN/m3 23.2 kN/m3 22.0 kN/m3 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] reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.28 0.028 036 0.036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
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