Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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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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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