Table 2, provided below, is a typical layout for the results of a sieve analysis. Results may be presented using this format. The last row of the table may be used to determine the total experimental mass as well as the summation of the retained masses per sieve, as a quick check for your analysis. Table 2: Sieve Analysis – Results (Problem 1) U.S. Standard Sieve No. 4 0 2.00 Opening (mm) Mass Retained (g) %Retained %RetainedcUM %Finer 4.75 135.9 97.5 20 0.85 108.0 40 0.425 67.8 60 0.25 41.4 100 0.15 15.0 140 0.106 0.0 200 0.075 0.0 PAN < 0.075 Summation MASSTOTAL CHECK N/A N/A

Table 2, provided below, is a typical layout for the results of a sieve analysis. Results may be presented using this format. The last row of the table may be used to determine the total experimental mass as well as the summation of the retained masses per sieve, as a quick check for your analysis. Table 2: Sieve Analysis – Results (Problem 1) U.S. Standard Sieve No. 4 0 2.00 Opening (mm) Mass Retained (g) %Retained %RetainedcUM %Finer 4.75 135.9 97.5 20 0.85 108.0 40 0.425 67.8 60 0.25 41.4 100 0.15 15.0 140 0.106 0.0 200 0.075 0.0 PAN < 0.075 Summation MASSTOTAL CHECK N/A N/A

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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The results of a grain-size analysis is given below. Plot the grain-size distribution curve and determine what is the median size (D50)? US Sieve No. Size of opening (mm) Mass retained (g) 3/8 in. 9.5 0 No.4 4.75 42 No.10 2 146 No. 40 0.425 458 No. 100 0.15 218 No. 200 0.175 73 Pan NA 63 0.1mm 0.7mm 1mm 2mm
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1. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Sieve No. Sieve Mass of Soil Percent of Mass Cumulative Percent Finer, Retained, (g) Retained, (%) Percent 100 - Opening (mm) Retained, 4 0.00 10 2.000 0.00 20 0.850 5.60 40 16.20 60 0.250 22.30 100 44.00 200 95.60 Pan 316.30 2. Complete the following, show all calculations and graph it. Complete the details in the data sheet. Dry Unit Weight, W, (g) Temperature of Test, T (*C) Temperature Correction, F, Description of Soil G, 2.66 23 Hydrometer Type 0.9 Meniscus Correction, F, 1 Zero Correction, F, 6 TIME, t HYDROMETE PERCENT D R. L(cm) A (min) R READING, R FINER |(mm) 0.25 50 0.5 49 1 46.5 2 42.5 39 8. 35.5 15 31 30 28 60 24 120 21.5 240 19 480 18 1440 15 a = Present the complete calculation procedure for determining the percent finer and the Diameter at time, t = 24 hours. Using the grain size distribution curve in Section 2.6, determine the following: a. D10, D30 ,D60 b.…