Stabilization of soft soil using industrial waste

Prasetia, Irfan; Pratiwi, Ade Yuniati; Effendi, Rustam

dc.contributor.author	Prasetia, Irfan
dc.contributor.author	Pratiwi, Ade Yuniati
dc.contributor.author	Effendi, Rustam
dc.date.accessioned	2023-05-05T02:39:41Z
dc.date.available	2023-05-05T02:39:41Z
dc.date.issued	2021-05-12
dc.identifier.citation	A Y Pratiwi et al 2021 IOP Conf. Ser.: Earth Environ. Sci. 758 012007	en_US
dc.identifier.issn	1755-1307
dc.identifier.uri	https://repo-dosen.ulm.ac.id//handle/123456789/30411
dc.description	Stabilization of soft soil using industrial waste A Y Pratiwi, I Prasetia, Y A Perina and R Effendi Published under licence by IOP Publishing Ltd IOP Conference Series: Earth and Environmental Science, Volume 758, The Sixth International Symposium on Wetlands Environmental Management 30th November - 1st December 2020, Banjarmasin, South Kalimantan, Indonesia Citation A Y Pratiwi et al 2021 IOP Conf. Ser.: Earth Environ. Sci. 758 012007 DOI 10.1088/1755-1315/758/1/012007	en_US
dc.description.abstract	This study focuses on the soft soil stabilization using different combination of fly ash and cement admixture. The fly ash proportion varies from 10%, 15%, and 20% while keeping the proportion of cement constant at 10%. CBR test result is used as the soil improvement parameter with curing time for seven days. Test results indicate an increase of CBR with increase of fly ash and cement admixture to soft soil. The maximum CBR is at fly ash 20% and cement 10% with 49.36%. The swelling value of soft soil decreased with increase of fly ash and cement admixtures percentage. The swelling potential can be reduced to be less than 5%.	en_US
dc.language.iso	en	en_US
dc.publisher	IOP Publishing	en_US
dc.subject	Research Subject Categories::TECHNOLOGY::Civil engineering and architecture	en_US
dc.title	Stabilization of soft soil using industrial waste	en_US
dc.type	Article	en_US