Question: Mass - Volume Calculation Assignment / 1 0 Complete the following questions on engineering grid paper. Draw the block diagram for each question; label the

Mass-Volume Calculation Assignment
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Complete the following questions on engineering grid paper.
Draw the block diagram for each question; label the quantities.
Show 6 significant digits in your calculations. Minimum decimals required:
\table[[,Mass,Volume,Densities*,w and S,e and n],[Units,kg,g,m3,cm3,kgm3,%,Unitless],[Required decimals,2,3,5,3,2,1,3]]
*Retain 2 decimals when using densities in calculations: report final value to nearest whole kgm3
An undisturbed cylindrical soil specimen was obtained from a Shelby tube for the purpose of compressive strength testing. The prepared specimen had a diameter of 7.21 cm and a height of 15.52 cm . The mass of the specimen was measured as 1157.40 g . The relative density of the soil is 2.75. After strength testing, the sample was oven dried; the moisture content was determined to be 31.8%.
Use the given information to calculate the following quantities:
a. Bulk (wet) density
b. Dry density
c. Void ratio
d. Porosity
e. Degree of saturation
(5)
2. The results of an in-situ density test on a soil sample indicated a bulk (wet) density of 1910kgm3. The relative density of the soil is 2.72.
a. A small representative sample of the soil was used for a moisture content test. Use the test results in the table to calculate the moisture content of the soil.
\table[[Wet mass plus tare,881.63,g],[Dry mass plus tare,771.38,g],[Mass of tare,165.60,g]]
Note: The masses given in this section are used to calculate the moisture content only; they cannot be used on the block diagram (they do not represent the total sample, and the matching volume is unknown).
Using the given information and the calculated moisture content, calculate the following quantities:
b. Dry density
c. Void ratio
d. Porosity
e. Degree of saturation
(5)
Mass-Volume Calculation Assignment
Mass - Volume Calculation Assignment / 1 0

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