Calculate the shrinkage ratio and specific gravity of the soil solids

1.	Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities. 1. Soil having initial saturated volume and final dry volume 28.5 cm³ and 18.5 cm³ respectively. 2. Soil having initial saturated mass and final dry mass 48g and 35 g respectively and shrinkage limit is 18.4.
Answer» Answer: Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities. 1. Soil having initial sturated volume and final dry volume 28.5 CM3 and 18.5 cm3 respectively. 2. Soil having initial saturated MASS and final dry mass 48g and 35G reepectively and shrinkage LIMIT is 18.4. A) 1.89, 2.89 B) 1.95, 2.95 C) 1.97, 2.97 D) 1.71, 2.71

Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities. 1. Soil having initial saturated volume and final dry volume 28.5 cm³ and 18.5 cm³ respectively. 2. Soil having initial saturated mass and final dry mass 48g and 35 g respectively and shrinkage limit is 18.4.

Answer»

Answer:

Calculate the shrinkage ratio and specific gravity of the soil solids having following quantities.

1. Soil having initial sturated volume and final dry volume 28.5 CM3 and 18.5 cm3 respectively.

2. Soil having initial saturated MASS and final dry mass 48g and 35G reepectively and shrinkage LIMIT is 18.4.

A) 1.89, 2.89

B) 1.95, 2.95

C) 1.97, 2.97

D) 1.71, 2.71