EXAMPLE 1: Following are the results of a sive analysis: a)Determine the percent finer than each sieve size and plot a Grain Size Distribution Curve (GSDC b)Determine D10, D30, and D60 from the GSDC c) Calculate uniformity coefficient (Cu) d) Calculate Gradation coefficient (Cc)
EXAMPLE 1: Following are the results of a sive analysis: a)Determine the percent finer than each sieve size and plot a Grain Size Distribution Curve (GSDC b)Determine D10, D30, and D60 from the GSDC c) Calculate uniformity coefficient (Cu) d) Calculate Gradation coefficient (Cc)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please solve example 2 and 1
![Q Search
Size Analysis_Part 3.pdf
EXAMPLE 1: Following are the results of a sive analysis:
a)Determine the percent finer than each sieve size and plot a Grain Size Distribution Curve (GSDC)
b)Determine D10, D30, and D60 from the GSDC
c) Calculate uniformity coefficient (Cu)
Calculate Gradation coefficient (Cc)
Results of sieve analysis
Sieve
Mass of retained
openings soil on each sieve
(mm)
US
Sieve #
(g)
4
4.750
0.0
10
2.000
21.6
20
0.850
49.5
40
0.425
102.6
60
0.250
89.1
100
0.150
95.6
200
0.074
60.4
PAN
0.000
31.2
Total mass of soil= 450 g
Desktop](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F606425f4-dc6b-4b3b-bb7c-abba3600a76c%2F0d43800d-14c8-41f2-ad47-8cf46f555e2a%2Fnki7eqo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q Search
Size Analysis_Part 3.pdf
EXAMPLE 1: Following are the results of a sive analysis:
a)Determine the percent finer than each sieve size and plot a Grain Size Distribution Curve (GSDC)
b)Determine D10, D30, and D60 from the GSDC
c) Calculate uniformity coefficient (Cu)
Calculate Gradation coefficient (Cc)
Results of sieve analysis
Sieve
Mass of retained
openings soil on each sieve
(mm)
US
Sieve #
(g)
4
4.750
0.0
10
2.000
21.6
20
0.850
49.5
40
0.425
102.6
60
0.250
89.1
100
0.150
95.6
200
0.074
60.4
PAN
0.000
31.2
Total mass of soil= 450 g
Desktop
![3:45
ull LTE O
Example 2:
The soil in the pan with a mass of 31.2 g seen in Example 1
was used for a hydrometer analysis.
The results of the hydrometer analysis are given below.
Plot the combined PSD Curve of both of the results (i.e. Example
1 and Example 2).
Results of hydrometer test
P'(%)
D(mm)
0.060
0.040
0.030
90.8
63
50
0.010
0.006
33.4
22.2
0.004
16.7
0.003
13
0.001
11.1
(?.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F606425f4-dc6b-4b3b-bb7c-abba3600a76c%2F0d43800d-14c8-41f2-ad47-8cf46f555e2a%2Fjetkdwb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3:45
ull LTE O
Example 2:
The soil in the pan with a mass of 31.2 g seen in Example 1
was used for a hydrometer analysis.
The results of the hydrometer analysis are given below.
Plot the combined PSD Curve of both of the results (i.e. Example
1 and Example 2).
Results of hydrometer test
P'(%)
D(mm)
0.060
0.040
0.030
90.8
63
50
0.010
0.006
33.4
22.2
0.004
16.7
0.003
13
0.001
11.1
(?.
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