ENGINEERING OF CLAY SOIL STABILIZATION WITH CEMENT AND FIBER ON CBR VALUE FOR ROAD MATERIALS IN MERAUKE DISTRICT

hairulla, hairulla and Betaubun, Philipus (2018) ENGINEERING OF CLAY SOIL STABILIZATION WITH CEMENT AND FIBER ON CBR VALUE FOR ROAD MATERIALS IN MERAUKE DISTRICT. International Journal of Civil Engineering and Technology (IJCIET), 9 (8). pp. 562-567. ISSN 0976-6316

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Abstract

This research is about observing the behavior of clay soil stabilization. The method in this study uses engineering mixture of clay, cement and fiber using 5% and 10% cement with the use of 1% fiber. Tests were using CBR Laboratory equipment, using standards according to SNI 03-1744-1989. The value of CBR Laboratory Ground, cement and fiber 5% penetration 0.1 curing 14 days 34.155%. Penetration of 0.2 curing 14 days 30.398%. The value of soil CBR, cement, fiber 10% penetration 0.1 curing 14 days 59.7793% penetration 0.2 curing 14 days 62.518%. Soil with the addition of cement and fiber has a different CBR Laboratory value, and fiber addition reduces the brittle failure to be able to reduce cracks and collapse.

Item Type: Article
Uncontrolled Keywords: Clay soil, cement, fiber, CBR
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Unnamed user with email eprints@unmus.ac.id
Date Deposited: 06 Nov 2018 01:46
Last Modified: 04 Dec 2018 23:33
URI: http://eprints.unmus.ac.id/id/eprint/23

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