Two sediment samples (D, E) were analyzed for grain size using the sieving method. Table 5 shows the cumulative percentage data of the particle diameters. Plot the data for each sample on the semi-log template in Graph 2 You will use your plot to answer Table 5. Particle size distribution for 2 sediment samples (cumulative %) Particle size (mm)0.0015 0.0050 0.0150 0.0500 0.1000 0.2500 0.5000 1.0000 2.0000 sample Weight D passing (%) 22 30 51 65 72 82 87 94 100 sample 42 52 68 92 95 100 100 100 100 Sand (0.05 - 2 mm) Silt (0.002 - 0.05 mm) Clay (< 0.002 mm) Give the sand fraction (%) for Sample D: Give the silt fraction (%) for Sample D: Give the clay fraction (%) for Sample D:

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Two sediment samples (D, E) were analyzed for grain size using the sieving method. Table 5 shows the cumulative percentage data of the particle diameters. Plot the data
for each sample on the semi-log template in Graph 2
You will use your plot to answer
Table 5. Particle size distribution for 2 sediment samples (cumulative %)
Particle size (mm) 0.0015 0.0050 0.0150 0.0500 0.1000 0.2500 0.5000 1.0000 2.0000
sample
22
30
51
65
72
82
87
94
100
Weight D
passing
(%)
sample
42
52
68
92
95
100
100
100
100
Sand (0.05 - 2 mm)
Silt (0.002 - 0.05 mm)
Clay (< 0.002 mm)
Give the sand fraction (%) for Sample D:
Give the silt fraction (%) for Sample D:
Give the clay fraction (%) for Sample D:
Transcribed Image Text:Two sediment samples (D, E) were analyzed for grain size using the sieving method. Table 5 shows the cumulative percentage data of the particle diameters. Plot the data for each sample on the semi-log template in Graph 2 You will use your plot to answer Table 5. Particle size distribution for 2 sediment samples (cumulative %) Particle size (mm) 0.0015 0.0050 0.0150 0.0500 0.1000 0.2500 0.5000 1.0000 2.0000 sample 22 30 51 65 72 82 87 94 100 Weight D passing (%) sample 42 52 68 92 95 100 100 100 100 Sand (0.05 - 2 mm) Silt (0.002 - 0.05 mm) Clay (< 0.002 mm) Give the sand fraction (%) for Sample D: Give the silt fraction (%) for Sample D: Give the clay fraction (%) for Sample D:
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