Show simple item record

dc.contributor.authorMUNTOHAR, AGUS SETYO
dc.contributor.authorABIDIN, ZAENAL
dc.date.accessioned2016-09-08T16:24:10Z
dc.date.available2016-09-08T16:24:10Z
dc.date.issued2001
dc.identifier.urihttp://repository.umy.ac.id/handle/123456789/1332
dc.description.abstractExpansive soils pose a detrimental for any construction that rest upon this soil. This paper presents a comparative study of different additives on the index properties of expansive soils. Three additives are used. One is lime, and two others are waste materials, calcium carbide, and rice husk ash. A laboratory study consisted of the following tests on samples treated with stabilizer: Atterberg Limits, Particle Size, and Specific Gravity. It was found that the addition of 4 % additive be able minimize plasticity index and reduce clay particle of tested samples. The results confirmed that, however, lime is more effective as stabilizer, then calcium carbide, and RHA the latest.
dc.sourceJurnal Semesta Teknika, Vol. 4 No. 2 November 2001
dc.subjectsoil stabilization, expansive soils, index properties
dc.titleA COMPARATIVE STUDY OF DIFFERENT ADDITIVE ON THE INDEX PROPERTIES OF EXPANSIVE SOILS


Files in this item

Thumbnail

This item appears in the following Collection(s)

  • JURNAL
    Berisi tulisan dosen dalam yang telah dimuat dalam jurnal nasional maupun internasional yang tidak diterbitkan oleh UMY. Diharapkan menambahkan link dari jurnal yang asli dalam diskripsinya.maupun internasional

Show simple item record