Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by SL ML CH MH SL ML CH MH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 20.0 kN/m3 22.0 kN/m3 18.6 kN/m3 23.2 kN/m3 20.0 kN/m3 22.0 kN/m3 18.6 kN/m3 23.2 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take any value greater than zero never be greater than unity take values between 0 and 1 only be zero take any value greater than zero never be greater than unity take values between 0 and 1 only be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 non-plastic (NP) zero negative 1 non-plastic (NP) zero negative ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS