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Effect of NaCl and CaCl2 Solutions on the Liquid Limit, Plastic Limit, and Plasticity Index of Clay
This study aims to investigate the effect of NaCl and CaCl2 solutions on the liquid
limit, plastic limit, and plasticity index of soil samples. The liquid and plastic limits of soil
samples were obtained using Casagrande’s method and the fall cone penetrometer test. Results
showed that the liquid and plastic limits of the soils decreased with increasing NaCl and
CaCl2 concentration. The plasticity index of the soil samples also changed with the liquid
limit. Whereas bentonite was the most sensitive sample, kaolinite was the least sensitive
sample to salt. The behavior of the Pasir Panjang clay sample fell between those of bentonite
and kaolinite. CaCl2 solution was more effective than NaCl solution in decreasing the liquid
and plastic limits of the soil samples.
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