During Atterberg limit tests in the Naboratory,the students obtained the following results froma clayey soil. Wumber of Blows (N) Molsture Content /\ 14 38/4 16 36 5 20 28 27 0/ Plastic limit tests: Students conducted two trials and found that PL= 17 2% for the first trial and PL = 18.4% for the second trial. Assume that the liquid limit of the soill iS LL=29.0% a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 22.0%.

During Atterberg limit tests in the Naboratory,the students obtained the following results froma clayey soil. Wumber of Blows (N) Molsture Content /\ 14 38/4 16 36 5 20 28 27 0/ Plastic limit tests: Students conducted two trials and found that PL= 17 2% for the first trial and PL = 18.4% for the second trial. Assume that the liquid limit of the soill iS LL=29.0% a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 22.0%.

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 4.8P

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