3. The following results were obtained from a liquid limit test on a clay using the Casagrande cup device. Determine the liquid limit of the clay. Deter- mine also the liquidity index it the in-situ water content is 38 % and the plastic index. What type of failure would you expect from the soil, justify with the value of LI. Number of blows 12 20 28 32 Water Content 52.5 47.1 43.2 38.6 37.0
3. The following results were obtained from a liquid limit test on a clay using the Casagrande cup device. Determine the liquid limit of the clay. Deter- mine also the liquidity index it the in-situ water content is 38 % and the plastic index. What type of failure would you expect from the soil, justify with the value of LI. Number of blows 12 20 28 32 Water Content 52.5 47.1 43.2 38.6 37.0
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.4P
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