Grain Size AnalysisProblem Set No. 31. Following are the results of a sieveanalysis:a) Determine the percent finer for eachsieve size and draw a grain-sizedistribution curve. (Follow the tableformat used in our discussion)b) Determine D10, D30, D60c) Calculate C, and C.U.S. sieveMass of soil retained onno.each sieve (g)41021.62049.540102.66089.110095.620060.4PAN31.2

In any Soil mechanics analysis it is important to know the type of soil its related property.…

Answered: Grain Size Analysis Problem Set No. 3…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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3. Using the following data, determine the percentage retained, cumulative percentage retained, and percentage passing for each sieve. Plot the gradation curve. Determine the effective size and uniformity coefficient if appropriate. Determine the fineness modulus and check ASTM C33 gradation requirements. Weight Retained (g) Sieve Size No. 4 59.5 No. 8 86.5 No. 16 138.0 No. 30 127.8 No. 50 97.0 No. 100 66.8 Pan 6.3
Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the results on a semi-log graph (you may use the attached chart, or graph in Excel and include with your submission). Then, characterize the gradation of the material. b) Calculate the values of D10, D30, D60, Cu, and Cc c) If the LL is 48 and the PL is 26, determine the USCS classification of the soil, and state its suitability for the purpose stated in the scenario.
The following are the results of a sieve analysis: Sieve size Weight Retained 9.5mm 0 4.75mm 86g 2.36mm 379g 1.18mm 595g Pan 440g a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30 and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient (Cu) and the coefficient of gradation (Cc). Note - Please dont answer using chegg answers
Plot a combined graph for percent finer vs. grain size distribution for both the sieve analysis and hydrometer analysis.
The following data are the results of a sieve analysis. Determine the percentage retained on sieve #40. Mass of soil Sieve no. Opening retained (mm) on each sieve 4 4.75 10 2 18.5 20 0.85 53.2 40 0.425 90.5 60 0.25 81.8 100 0.15 92.2 200 0.075 58.5 Pan 26.5 Select one: a. 97 b. 39 C. 27 d. none of the choices e. 58
5.20 Calculate the sieve analysis shown in Table P5.20, and plot on a 0.45 power gra- dation chart. What is the maximum size? What is the nominal maximum size? TABLE P5.20 Sieve Size 37.5 mm 25 mm 19 mm 9.5 mm 4.75 mm 0.60 mm 0.075 mm Pan Amount Retained, g 0 315 782 1493 677 1046 1502 45 Cumulative Amount Retained, g Cumulative Percent Percent Passing Retained
The following data are the results of a sieve analysis. Detemine the percentage passing on sieve #60. Mass of soil Sieve no. Opening retained (mm) on each sieve 4 4.75 10 2 18.5 20 0.85 53.2 40 0.425 90.5 60 0.25 81.8 100 0.15 92.2 200 0.075 58.5 Pan 26.5 Select one: a. none of the choices b. 53 c. 92 d. 82 59
Question 1 Below is a sieve analysis for a fine aggregate. a. Complete the sieve analysis to get percent passing for all sizes. b. Calculate and report the fineness modulus for the system. c. Graph your sieve analysis results. Do this using Excel or any other spreadsheet software. You can also use the logarithmic chart that was uploaded on canvas. d. From your grading size distribution analysis, define the type of your graph (Dense, gap or open graded). e. Find the maximum size aggregate for this system. Sieve Size, Retained % Cumulative % Mass, g Retained % Retained Passing mm 25 9.5 47.1 4.75 239.4 2 176.5 0.425 92.7 0.075 73.5 Pan 9.6
From the results of a sieve analysis given below, plot a graph for percent finer versus grain size and then determine (a) the effective size, (b) the uniformity coefficient, and (c) the coefficient of gradation. Mass of US Sieve Soil No. Retained on Soil 4 15.00 10 19.00 20 85.00 40 164.20 60 202.00 100 109.50 200 185.40 PAN 65.24
Table 1-Sieve Analysis Results Retained Cumulative Cumulative retained (%) passing (%) Sieve and soil mass (g) 550 Retained Opening Size (mm) Sieve Mass (g) by sieve (%) Sieve no. soil mass (g) 550 100 in. 19 524 778 254 25.4 25.4 74.6 8 2.36 392 1120 728 72.8 98.2 1.8 200 0.075 383 401 18 1.8 100 container ralagrapn St 2) What is the passing rate of 1mm soil size? 3) What is the percentage of fine sand in your sample?
The following are the results of a sieve analysis: Sieve size Weight Retained 9.5mm 0 4.75mm 86g 2.36mm 379g 1.18mm 595g Pan 440g Determine the percent finer than each sieve and plot a grain-size distribution curve. Determine D10, D30 and D60 from the grain-size distribution curve.
The results of sieve analysis are shown below. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.75 10 2 32 20 0.85 65 40 0.425 94 60 0.25 122 80 0.18 150 100 0.15 220 200 0.075 35 Pan 10 Determine the coefficient of uniformity. O 2.045 O 1.791 O 1.624 O 1.934

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