Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by ML MH SL CH ML MH SL CH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity be zero take any value greater than zero take values between 0 and 1 only never be greater than unity be zero take any value greater than zero take values between 0 and 1 only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess different shear strengths of large magnitude same shear strength of large magnitude same shear strength of small magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of large magnitude same shear strength of small magnitude different shear strengths of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of fine sand silt clay coarse sand fine sand silt clay coarse sand 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 dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC wet of OMC and dry 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 wet of OMC wet of OMC and dry of OMC dry of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
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