Soil Mechanics and Foundation Effective stress is the stress at particles contact All of these a physical parameter that can be measured important because it is a function of engineering properties of soil the stress at particles contact All of these a physical parameter that can be measured important because it is a function of engineering properties of soil 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 different shear strengths of large magnitude same shear strength of large magnitude different shear strengths of small magnitude same shear strength of small magnitude different shear strengths of large magnitude same shear strength of large magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated clay with a low over-consolidation ratio under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay over-consolidated clay with a low over-consolidation ratio under-consolidated clay over-consolidated ciay with a high over-consolidation ratio normally consolidated clay ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 3 months 12 months 6 months 24 months 3 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in plastic state liquid state solid state semi-solid state plastic state liquid state solid state semi-solid state ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS