Investigation of enhancing industrial waste as a soft soil stabilizer

Prasetia, Irfan; Pratiwi, Ade Yuniati

dc.contributor.author	Prasetia, Irfan
dc.contributor.author	Pratiwi, Ade Yuniati
dc.date.accessioned	2023-02-01T03:24:27Z
dc.date.available	2023-02-01T03:24:27Z
dc.date.issued	2022-03-30
dc.identifier.citation	Ade Yuniati Pratiwi et al 2022 IOP Conf. Ser.: Earth Environ. Sci. 999 012029	en_US
dc.identifier.issn	1755-1307
dc.identifier.uri	https://repo-dosen.ulm.ac.id//handle/123456789/26987
dc.description	DOI 10.1088/1755-1315/999/1/012029	en_US
dc.description.abstract	This study compares two methods in enhancing fly ash as a soft-soil stabilizer. The first is using fly ash with mixing proportion varies from 10%, 15%, and 20%. In the second method, 10% cement combines with fly ash mixing proportion in the first method. Based on CBR test results, the fly-ash effectively increases the soft soil capacity with a CBR maximum of 9.31% at 20% fly ash in the first method. The second method enhances more impact than the first method with a CBR maximum of 49.36% at 20% fly ash. The swelling value keeps decreasing with the increase of fly ash content, and adding cement to fly ash-soft soil mixture can further minimize the swelling value by two times compared to only fly ash as the stabilizing agent.	en_US
dc.language.iso	en	en_US
dc.publisher	IOP Publishing	en_US
dc.relation.ispartofseries	999;
dc.subject	Research Subject Categories::TECHNOLOGY::Civil engineering and architecture	en_US
dc.title	Investigation of enhancing industrial waste as a soft soil stabilizer	en_US
dc.type	Article	en_US