A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by both the AASHTO system and the Unified Soil classification system. Liquid Limit = 33% %3D Plastic Limit = 27% %3D Mechanical grain-size analysis: Sieve No. Percentage Passing 4 90 10 77 40 65 200 12
A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by both the AASHTO system and the Unified Soil classification system. Liquid Limit = 33% %3D Plastic Limit = 27% %3D Mechanical grain-size analysis: Sieve No. Percentage Passing 4 90 10 77 40 65 200 12
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.5P: The following data were obtained by conducting liquid limit and plastic limit tests on a soil...
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