In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface

Related MCQs

• In non-cohesive soil in passive state of plastic equilibrium
• 260 g of wet soil was taken in a pycnometer jar of weight 400 g in order to find the moisture content in the soil, with specific gravity of soil particles 2.75. The weight of soil and remaining water filled in pycnometer without air bubbles was 1415 g and the weight of pycnometer filled with water alone was 1275 g. The moisture content in the soil is
• If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is
• For determine the specific gravity of soil solids, using a pycnometer of 500 cc., the following data is available : Weight of dry empty pycnometer = 125 g Weight of dried soil and pycnometer = 500 g Weight of dried soil and distilled = 850 g water filled in pycnometer up to top The specific gravity of soil solids, is
• For determining the moisture content of a soil sample, the following data is available Weight of container = 260 g, Weight of soil sample and = 320 g container, Weight of soil sample (dried) and = 310 g container. The moisture content of the soil sample, is
• A soil mass is said to be in plastic equilibrium if
• The water content of soil, which represents the boundary between plastic state and liquid state, is known as
• If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in
• A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is
• Contact pressure beneath a rigid footing resting on cohesive soil is