A COMPARATIVE STUDY OF DIFFERENT ADDITIVE ON THE INDEX PROPERTIES OF EXPANSIVE SOILS
dc.contributor.author | MUNTOHAR, AGUS SETYO | |
dc.contributor.author | ABIDIN, ZAENAL | |
dc.date.accessioned | 2016-09-08T16:24:10Z | |
dc.date.available | 2016-09-08T16:24:10Z | |
dc.date.issued | 2001 | |
dc.identifier.uri | http://repository.umy.ac.id/handle/123456789/1332 | |
dc.description.abstract | Expansive 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.source | Jurnal Semesta Teknika, Vol. 4 No. 2 November 2001 | |
dc.subject | soil stabilization, expansive soils, index properties | |
dc.title | A COMPARATIVE STUDY OF DIFFERENT ADDITIVE ON THE INDEX PROPERTIES OF EXPANSIVE SOILS |
Files in this item
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