Paper Contents
Abstract
The Number of wastes has increased year by year and the disposal becomes a serious problem. This paper presents the effects of tile waste on, liquid limit, plastic limit, compaction characteristics, California Bearing Ratio and swelling pressure of an expansive soil. The expansive soil collected locally was mixed with tile waste from 0 to 30% at an increment of 10%. From the analysis of test results it was found that, liquid limit, plastic limit, optimum moisture content, and swelling pressure are decreased, maximum dry density and California bearing ratio are increased with an increase in tile waste.
Copyright
Copyright © 2024 ORUGANTI BHAGAVATH. This is an open access article distributed under the Creative Commons Attribution License.
Paper ID:
IJPREMS40300012780
ISSN:
2321-9653
Publisher:
ijprems