
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:Q2
The figure below gives the grain-size distribution of two soils.
100
Soil A
60
Soil B
40
1.0
0.1
0.01
0.001
Particle diameter (mm) – log scale
-
The liquid and plastic limits of minus No. 40 sieve fraction of the soils are as follows:
Soil A
Soil B
Liquid limit
30
26
Plastic limit
22
20
Classify the soils according to USCS and ASTM-CS.
80
20
Percent finer
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