1. Variation of strength parameters of expansive soil employ the polyethylene waste and ferric chloride
Authors : P Venkata Muthyalu, B R Narasimha Murthy, Ketha Lalitha
Pages : 10-14
DOI : http://dx.doi.org/10.21172/1.131.03
Keywords : Keywords: Expansive soil, chemical, polyethylene, Strength parameters, CBR. Abstract :The objective of the present investigation aims to explore the performance of different percentages polyethylene (0.2%, 0.4%, 0.6% & 0.8%) material reinforced with expansive clay and ferric chloride (0.2%, 0.6%, 1.0% and 1.4%) also a binding material and compared with unreinforced soil and conducting different laboratory experiments. It was observed that the optimum value of polyethylene and ferric chloride at 0.6% and 1.0% and tested the modal foundation beds by plate load test using different composition
Citing this Journal Article :P Venkata Muthyalu, B R Narasimha Murthy, Ketha Lalitha, "Variation of strength parameters of expansive soil employ the polyethylene waste and ferric chloride", Volume 13 Issue 1 - March 2019, 10-14
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