Repo Dosen ULM

Investigation of enhancing industrial waste as a soft soil stabilizer

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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


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