PENGARUH FLY ASH TERHADAP SIFAT PENGEMBANGAN TANAH EKSPANSIF

PENGARUH FLY ASH TERHADAP SIFAT PENGEMBANGAN TANAH EKSPANSIF

Swell and shrink behavior of expansive clays raise significant problem in the field of civil engineering. This paper presents the laboratory experiment of expansive soil stabilization using fly ash (FA). The amount of fly ash used in this experiment ranges from 10% to 25% of dry weight of soil. The...

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Bibliographic Details
Main Authors: Eddy Setiawan, Andy Cristanto, Gogot Setyo Budi
Format: Article
Language:English
Published: Petra Christian University 2003-01-01
Series:Civil Engineering Dimension
Subjects:
Expansive soil
soil stabilization
fly ash.
Online Access:http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15565

Internet

http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/15565

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