For a given sieve analyis: No. 4 - % finer 99%, for No. 200 -%finer 76. LL=60, PL= 32. Classify the soil using USCS. Justify your answer. a.CH b.MH c.CL d.OL

Fundamentals of Geotechnical Engineering (MindTap Course List)
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ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter3: Weight-volume Relationships And Plasticity
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For a given sieve analyis: No. 4 - % finer 99%, for No. 200 -%finer 76. LL=60, PL= 32. Classify the soil using USCS. Justify your answer.
a.CH
b.MH
c.CL
d.OL
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