Computer File
Effect of Various Temperatures to Liquid Limit, Plastic Limit, and Plasticity Index of Clays
This research aims to study the liquid limit, plastic limit, and plasticity index of soil
samples treated with elevated temperatures. Liquid limit and plastic limit are physical properties
of soils. Bentonite, kaolin, and Pasir Panjang samples were heated in an oven from room
temperature up to 100 °C before the test. The liquid limit and plastic limit of soil samples were
examined by Casagrande’s cup test and fall cone penetrometer test. Results show that the liquid
limit and plastic limit of soil samples decrease as temperature increases. Plasticity index varies
with the change in liquid limit and plastic limit. The bentonite sample is the most sensitive to
temperature change, whereas the kaolin sample is the most insensitive. The sensitivity of the
Pasir Panjang sample is in between those of the two other samples.
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