STUDI MODEL EMBANKMENT TANAH DENGAN CAMPURAN KAPUR-ABU SEKAM PADI DAN SERAT KARUNG PLASTIK

The previous research result has shown that soil stabilization that use lime, rice husk ash and plastic sack fiber is ductile and produces high strength. This research studies the bearing capacity and vertical displacement of embankment models to obtain the highest bearing capacity and the lowest di...

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Main Author: Agus Setyo Muntohar, Anita Widianti, Edi Hartono
Format: Laporan Penelitian
Language: Bahasa Indonesia
Published: Jurnal Teknik Sipil UMS 2008
Subjects:
Online Access: http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64350
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