Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth vertical and smooth vertical and rough plane and rough plane and smooth vertical and smooth vertical and rough plane and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 greater than 1 [CS 95] between 0 and 1 zero 1 greater than 1 [CS 95] between 0 and 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? pycnometer method calcium carbide method sand bath method oven drying method pycnometer method calcium carbide method sand bath method oven drying method 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 16 3 9 6 16 3 9 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system 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 wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC ANSWER DOWNLOAD EXAMIANS APP
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