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Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil

Abstract: A study has been undertaken to investigate the strength of stabilized clay-soil reinforced with randomly distributed discrete plastic waste fibers by carrying out unconfined compressive strength and tensile-split strength test. In this study, the clay soil was stabilized with lime and rice...

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Main Author:	Agus Setyo Muntohar
Format:	Laporan Penelitian
Language:	Bahasa Inggris
Published:	Jurnal Teknik Sipil UK Petra 2009
Subjects:	unconfined compressive strength, split tensile strength, soil stabilization, lime rice husk ash, fiber wastes, soil reinforcement
Online Access:	http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64328

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