Sieve analysis test on 400 gm of sand was conducted with the following records; 200 Sieve No. pan 8 14 28 35 70 100 2.362 1.168 0.589 0.417 0.295 0.147 0.074 Diameter (mm) Mass retained (gm) 18 30 A 60 Total Retained (gm) 60 % finer 100 72 160 B 85 60 42 30 48 62 280 342 360 390 C D 10 2.5 a. What of the values of A, B, C and D. b. Determine the grading characteristics of this soil. c. Classify this soil according to its gradation using USCS method.
Sieve analysis test on 400 gm of sand was conducted with the following records; 200 Sieve No. pan 8 14 28 35 70 100 2.362 1.168 0.589 0.417 0.295 0.147 0.074 Diameter (mm) Mass retained (gm) 18 30 A 60 Total Retained (gm) 60 % finer 100 72 160 B 85 60 42 30 48 62 280 342 360 390 C D 10 2.5 a. What of the values of A, B, C and D. b. Determine the grading characteristics of this soil. c. Classify this soil according to its gradation using USCS method.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Sieve analysis test on 400 gm of sand was conducted with the
following records;
Sieve No.
8 14 28
2.362 1.168 0.589
35 70
100 200 pan
0.417 0.295 0.147 0.074
-
Diameter (mm)
Mass retained (gm)
60
100
72
48
62
18
360 390
30 A
C
160
B
280
342
Total Retained (gm) 60
% finer
85 60 42
30
D
10
2.5
a. What of the values of A, B, C and D.
b. Determine the grading characteristics of this soil.
c. Classify this soil according to its gradation using USCS method.
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