The unit weight of a soil at zero air voids depends upon

Related MCQs

• The ratio of the volume of air voids to the volume of voids, is called
• A line showing the dry density as a function of water content for soil containing no air voids, is called
• The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of
• The ratio of the volume of voids to the total volume of soil mass is called
• If the volume of voids is equal to the volume of soil solids, then the values of porosity and void ratio are respectively
• The property of the soil mass which permits the seepage of water through its interconnecting voids, is called
• A soil containing continuous voids is called
• For a given soil mass, the void ratio is 0.60, water content is 18% and specific gravity of the soil particles is 2.6. The degree of saturation of the soil is
• The bearing capacity of a soil depends upon
• The decrease in voids ratio per unit increse of presure is called