1- Water content of the soil can't be more than 100% * True False 2- Soil in its plastic limit considered as fully saturated. * True False 3- For the same soil the void ratio is always greater than the porosity * True False

In natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven dry weight of the soil is 34.54 lb. If Gs= 2.71, calculate the void ratio.

A Soil sample has a porosity of 35%. The soil is 75% saturated and the specific gravity of soil solids is 2.68. Determine: a. Void ratio b. Dry Density c. Bulk Density d. Moisture Content

Following are the results of a shrinkage limit test:Initial volume of soil in saturated state = 24.6 cm3Final Volume of soil in dry state = 15.9 cm3Initial mass in a saturated state = 44 gFinal mass in a dry state = 30.1 g a) Determine the dry density of the in g/cm3b) Determine the void ratio of the soilc) Determine the Shrinkage limit of the soild) Determine the Shrinkage ratioe) Determine the Specific Gravity of the solids

A sample of saturated soil has a water content of 35%. The specific gravity of solids is 2.65. Determine its void ratio, porosity, saturated unit weight and dry unit weight

For an organic soil, the void ratio e is found to be 10.0, and Gs is 2.35. If this soil is fully saturated, find: (a) Total unit weight of the soil γt  (b) Water content w (c) Does this soil sink in water?

The specific gravity of the soil is 2.65. The void ratio if 0.50; water content is 7.94%. The wet density is:

Determine the following

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A moist soil has a void ratio of 0.65. The soil moisture content is 14% and its solids density or relative specific weight of solids is 2.7. Determine: a. Porosityb. Degree of saturation (%)c. Dry unit weight (kN/m3)