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.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.1P
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no Sieve analysis test on 400 gm of sand was conducted with the
following records;
Sieve No.
8
14 28 35
70
100 200 pan
2.362 1.168 0.589 0.417 0.295 0.147 0.074
M
Diameter (mm)
Mass retained (gm)
60
100 72
48
62
18
30
A
60
160
B
280
342
360
390
Total Retained (gm)
% 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.
C
Transcribed Image Text:no Sieve analysis test on 400 gm of sand was conducted with the following records; Sieve No. 8 14 28 35 70 100 200 pan 2.362 1.168 0.589 0.417 0.295 0.147 0.074 M Diameter (mm) Mass retained (gm) 60 100 72 48 62 18 30 A 60 160 B 280 342 360 390 Total Retained (gm) % 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. C
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