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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
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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