 # Civil Engineering Objective Questions { Soil Mechanics And Foundation Engineering }

176. A saturated soil sample has water content of 40% and specific gravity of soil particles 2.7. The void ratio of the soil, is

177. A partially saturated sample of soil has a unit weight of 2.0 g/cm3 and specific gravity of soil particles is 2.6. If the moisture content in the soil is 20%, the degree of saturation is

178.  Pick up the correct statement from the following :

179. Pick up the cohesive soil from the following :

180.  For determining the moisture content of a soil sample, the following data is available Weight of container= 260 g, Weight of soil sample and container= 320 g,Weight of soil sample (dried) & container= 310 g The moisture content of the soil sample, is

181.  For determing 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 soilds, is

182.  If the specific gravity of a soil particle of 0.05 cm diameter is 2.67, its terminal velocity while settling in distilled water of viscosity, 0.01 poise, is

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