Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 0.5 -2 2 -0.5 0.5 -2 2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is important because it is a function of engineering properties of soil All of these a physical parameter that can be measured the stress at particles contact important because it is a function of engineering properties of soil All of these a physical parameter that can be measured the stress at particles contact ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is PI>27 0 < PI < 7 17 7 PI>27 0 < PI < 7 17 7 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.028 0.28 036 0.036 0.028 0.28 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess different shear strengths of small magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of large magnitude different shear strengths of small magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of large magnitude ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS