| Título: | Experimental analysis of the addition of rice husk ash to the clayey subgrade of a road stabilized with lime |
| Autores: | Vizcarra, S. ; Vizcarra, S. ; Lujan, I. ; Soto, M. ; Duran, G. |
| Tipo de documento: | texto impreso |
| Editorial: | Institute of Physics Publishing, 2020-04-27T14:43:10Z |
| Dimensiones: | application/pdf |
| Nota general: |
info:eu-repo/semantics/openAccess Attribution-NonCommercial-ShareAlike 4.0 International http://creativecommons.org/licenses/by-nc-sa/4.0/ |
| Idiomas: | Inglés |
| Palabras clave: | Facultad de Ingeniería , Pregrado , Artículos científicos , Ingeniería Civil |
| Resumen: | There are many studies about how the addition of lime and rice husk ash (RHA) gives the soil a better mechanical behavior, particularly on clayey soils, where usually fine particles reach more than 75%. However, the soils with a small presence of fine particles (59-60%) do not have much research. This analysis evaluates the influence that RHA has on this kind of soil stabilized with 3% of lime. After the initial mix of soil-lime, CBR increased 11.2 times its initial value; within the addition of the ash, the CBR averaged between 45-50% up until 28% of RHA was added, where the results decreased considerably. Soil workability improved and the specimens with more ash resulted in a more granular material, with a group index value 0 following the AASHTO standards. The greatest CBR record was obtained with the specimen of 16% RHA, 3% lime and soil, reaching a 51.3% CBR, 1.58g/cm3 of MDD and 16.5% of OMC. Yet, it only showed a 1.55% more resistance than the lime-soil specimen. The CBR with more presence of RHA tends to decrease its value, therefore for silica-rich clayey soils, the addition of lime by itself should be enough for an adequate performance. |
| En línea: | 17578981 |
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