Compression of soil occurs rapidly if voids are filled with

Related MCQs

• 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
• 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
• If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are
• If the voids of a soil mass are full of air only, the soil is termed as
• The ratio of the volume of voids to the volume of soil solids in a given soil mass, is known
• 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 coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is
• The total weight of a pycnometer with water and oven dried soil 20 ( g) is 1600 g. The pycnometer filled with water alone weighs 1500 g. The specific gravity of the soil, is
• If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is
• If the specific gravity and voids in soil sample are G and e respectively, the hydraulic gradient i, is