Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is PI>27 7 17 0 < PI < 7 PI>27 7 17 0 < PI < 7 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is All of these the stress at particles contact important because it is a function of engineering properties of soil a physical parameter that can be measured All of these the stress at particles contact important because it is a function of engineering properties of soil a physical parameter that can be measured ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system deep well system electroosmosis method vacuum method well ppint system deep well system electroosmosis method vacuum method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil 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 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
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