Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The effect of cohesion on a soil is to reduce 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 increase both the active earth pressure intensity and passive earth pressure intensity reduce 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 increase both the active earth pressure intensity and passive earth pressure intensity 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 3 9 16 6 3 9 16 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation edge to edge orientation All of these edge to face orientation face to face or parallel orientation edge to edge orientation All of these edge to face orientation 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 consolidated undrained test unconsolidated undrained test unconsolidated drained test consolidated drained test consolidated undrained test unconsolidated undrained test unconsolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS