2. The following laboratory test results for Atterberg limits and particle-size distribution (sieve analysis) were obtained for the soil. Classify the soil according to the AASHTO Classification System.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
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Chapter4: Plasticity And Structure Of Soil
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Problem 4.5P: The following data were obtained by conducting liquid limit and plastic limit tests on a soil...
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The following laboratory test results for Atterberg limits and particle-size distribution (sieve analysis) were obtained for the soil. Classify the soil according to the AASHTO Classification System.

2. The following laboratory test results for Atterberg limits and particle-size
distribution (sieve analysis) were obtained for the soil. Classify the soil according
to the AASHTO Classification System.
% passing
80
Sieve No.
No. 4 (4.75 mm)
No. 10 (2.00 mm)
No. 40 (0.425 mm)
No. 200 (0.075 mm)
Atterberg Limits
Liquid Limit
Plastic Limit
60
30
10
31
25
Transcribed Image Text:2. The following laboratory test results for Atterberg limits and particle-size distribution (sieve analysis) were obtained for the soil. Classify the soil according to the AASHTO Classification System. % passing 80 Sieve No. No. 4 (4.75 mm) No. 10 (2.00 mm) No. 40 (0.425 mm) No. 200 (0.075 mm) Atterberg Limits Liquid Limit Plastic Limit 60 30 10 31 25
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