Effect of NaCl and CaCl2 Solutions on the Liquid Limit, Plastic Limit, and Plasticity Index of Clay

Widjaja, Budijanto; Setianto, Kevin Martandi

dc.contributor.author	Widjaja, Budijanto
dc.contributor.author	Setianto, Kevin Martandi
dc.date.accessioned	2019-10-29T04:16:44Z
dc.date.available	2019-10-29T04:16:44Z
dc.date.issued	2019
dc.identifier.issn	1757-899X
dc.identifier.other	artsc440
dc.identifier.uri	http://hdl.handle.net/123456789/9399
dc.description	IOP CONFERENCE SERIES: MATERIALS SCIENCE AND ENGINEERING; 508 (2019) 012045. p. 1-6.	en_US
dc.description.abstract	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.	en_US
dc.description.uri	https://iopscience.iop.org/article/10.1088/1757-899X/508/1/012045/pdf
dc.language.iso	en	en_US
dc.publisher	IOP Publishing	en_US
dc.relation.ispartofseries	IOP CONFERENCE SERIES: MATERIALS SCIENCE AND ENGINEERING;508 (2019) 012045.
dc.title	Effect of NaCl and CaCl2 Solutions on the Liquid Limit, Plastic Limit, and Plasticity Index of Clay	en_US
dc.type	Journal Articles	en_US