Soil Mechanics and Foundation Sand particles are made of montmorillonite kaolinite illite rock minerals montmorillonite kaolinite illite rock minerals ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Meniscus correction Temperature, meniscus and dispersing agent corrections Temperature correction Dispersing agent correction Meniscus correction Temperature, meniscus and dispersing agent corrections Temperature correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these 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 two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system ANSWER DOWNLOAD EXAMIANS APP
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