Layanan journal yang disediakan oleh Perpustakaan Universitas Gunadarma
| Judul Artikel | : | SWELLING POTENTIAL OF IMPROVED EXPANSIVE SOIL WITH LIME AND RHA |
|---|---|---|
| Judul Terbitan | : | JURNAL TEKNIK SIPIL |
| ISSN | : | 1411-5360 |
| Bahasa | : | IND |
| Tempat Terbit | : | Bandung |
| Tahun | : | 0000 |
| Volume | : | Vol. 3 Issue 1 0000 |
| Penerbit | : | Fakultas Teknik Universitas Katolik Parahyangan |
| Frekuensi Penerbitan | : | 2 X setahun |
| Penulis | : | Agus Setyo Muntohar |
| Abstraksi | : | High swell and shrinkage is the characteristics of expansive clay soils. This form of behavior will be a problem for construction especially during seasonal fluctuation in groundwater table. Chemical stabilization, such as lime, Portland cement, is widely used. This paper presented the results of studies on the use of silica waste that is produced from rice husk combustion in Yogyakarta (Indonesia). The rice husk ash and lime was mixed to stabili=e expansive clay soils. In this study, a series of laboratory tests have been carried out. The results of the study show that LRHA decreased the heave of soil and improved the soil bearing capacity. Introduction of this soil stabilizer to road pavement construction will help to control volume compressibility due to moisture variation. This will reduce maintenance cost and will be beneficial economically to community where financial resources are limited |
| Kata Kunci | : | bengkak; perbaikan tanah; kapur; abu sekam padi |
| Lokasi | : | P53 |
| Terakreditasi | : | belum |