The table below shows the lab result of the sieve analysis of a soil sample Diameter (mm) Percent Passing, % 100 4.750 2.000 0.850 94.5 86.3 0.425 74.1 0.250 54.9 0.180 38.1 0.150 9.3 0.075 1.7 a. Calculate the coefficient of gradation of the soil sample. Use logarithmic interpolation b. Classify the soil according to USCS

Q: Determine the Mass of Solids, Ms. (Units of g, 2 decimal places)

A: The pycnometer method is used to determine the water content of a soil specimen and the specific…

Q: The results of the sieve analysis done on a soil are shown below Sieve No. Diameter Soil A 4 4.760…

A:

Q: A laboratory test was conducted according to Method A of the ASTM D4318 to find the liquid limit of…

A: The wet mass of the soil sample with the mass of the can is measured, again the dry mass of the…

Q: Compute for the percent gravel, sand and finer as per USCS-ASTM A soil specimen (SOIL A) was…

A: sieve size in mm wt retained  cumulative wt retained total wt passed % finer in % 4.75…

Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the Table.…

A:

Q: GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the table.…

A: The data given is:  Cc = 2 Cu = 6 LL = 20 PL = 14 % passing through 4.75 mm sieve = 95 % passing…

Q: The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method.…

A: Given, Sieve analysis data

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-