◆ Problem 1 The data collected during a sieve analysis is provided below in Table 1. Analyze the experimental data and present the results. Be sure to include the following: a) Tabulation of experimental results for %Retained, %Retained CUM, and %Finer b) Plot the grain size distribution curve c) Determine D60, D30, and D10 using the grain size distribution plot d) Calculate Cu and Cc e) Determine the percentage of gravel, sand, and fines according to USCS Table 1: Sieve Analysis - Experimental Data (Problem 1) U.S. Standard Mass Retained Opening (mm) Sieve No. (g) 4 4.75 135.9 0 2.00 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

Structural Analysis
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Chapter2: Loads On Structures
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The data collected during a sieve analysis is provided below in Table 1. Analyze the experimental data

and present the results. Be sure to include the following:

◆ Problem 1
The data collected during a sieve analysis is provided below in Table 1. Analyze the experimental data
and present the results. Be sure to include the following:
a) Tabulation of experimental results for %Retained, %Retained CUM, and
%Finer
b) Plot the grain size distribution curve
c) Determine D60, D30, and D10 using the grain size distribution plot
d) Calculate Cu and Cc
e) Determine the percentage of gravel, sand, and fines according to USCS
Table 1: Sieve Analysis - Experimental Data
(Problem 1)
U.S. Standard
Mass Retained
Opening (mm)
Sieve No.
(g)
4
4.75
135.9
0
2.00
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
Transcribed Image Text:◆ Problem 1 The data collected during a sieve analysis is provided below in Table 1. Analyze the experimental data and present the results. Be sure to include the following: a) Tabulation of experimental results for %Retained, %Retained CUM, and %Finer b) Plot the grain size distribution curve c) Determine D60, D30, and D10 using the grain size distribution plot d) Calculate Cu and Cc e) Determine the percentage of gravel, sand, and fines according to USCS Table 1: Sieve Analysis - Experimental Data (Problem 1) U.S. Standard Mass Retained Opening (mm) Sieve No. (g) 4 4.75 135.9 0 2.00 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
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