Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated undrained test undrained test consolidated drained test drained test consolidated undrained test undrained test consolidated drained test drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt clay sand clayey silt silt clay sand clayey silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil always increases The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil always increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and water one phase system three phase system two phase system with soil and air two phase system with soil and water one phase system three phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only None of these both effective stress and total stress effective stress only total stress only None of these both effective stress and total stress effective stress only 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 zero non-plastic (NP) negative 1 zero non-plastic (NP) negative ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS