Home work :1- Following are the results of a sieve analysis: Mass of soil retained on each sieve U.S. Sieve No. (g) 4 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 pan 31.2 |- Plote the grain -size distribution curve. Il- Calculate the uniformity coefficient ,Cy, and cofficient of gradati A)-For a soil given: D10 =0.1 mm D30 = 0.41 mm D60 = 0.62 mm B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm D60 0.51 mm

Q: Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed…

A: The hydrometer test is used to determine the distribution of soil particle sizes that are smaller…

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

A:

Q: 1) For the problem above the most probable value for D10=_? b) 0.25 mm a) 0.15 mm c) 0.67 mm d) 0.01…

A: Sieve   Mass  % mass Cumulative % %finer No Sieve size Retained Retained Retained…

Q: What is dry unit weight of the soil sample below (va) in Ib/ft ? The combined weight of a mold and…

A: Given data : Combined weight of mold and compacted soil sample (W1)=8.7 lbMold weight (W2)=5 lbmolds…

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…

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-