w. Classify the soils using the AASHTO
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.2CTP: Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To...
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![1
The sieve analysis of four soils and the liquid and plastic limits of the fraction passing
through the No. 40 sieve are given below. Classify the soils using the AASHTO
classification system and give the group indexes. Comment on the suitability of the soils
as subgrade material.
Sieve analysis (percent finer)
Soil No.
No. 10
No. 40
No. 200
Liquid limit Plastic limit
100
80
58
30
20
2
95
60
20
90
76
34
37
25
4
48
28
6
NP](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6d49c48f-ccd9-4ac3-a1eb-3e881ff5a667%2F7f0142e3-290c-48ef-9b65-c4d07232e30f%2Fzkkr0lm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1
The sieve analysis of four soils and the liquid and plastic limits of the fraction passing
through the No. 40 sieve are given below. Classify the soils using the AASHTO
classification system and give the group indexes. Comment on the suitability of the soils
as subgrade material.
Sieve analysis (percent finer)
Soil No.
No. 10
No. 40
No. 200
Liquid limit Plastic limit
100
80
58
30
20
2
95
60
20
90
76
34
37
25
4
48
28
6
NP
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