Verificación de resistencia entre la estabilización de suelo – cemento y la estabilización con suelo – cemento y fibra de fique
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The present investigation was carried out in order to analyze the contribution of the mechanical properties of the fiber of fique for the stabilization of natural soil taken from the parking lot of the University of Ibague, in order to evaluate the variation of the soil resistance 4 situations are compared, unaltered soil, soil with fiber, soil-cement and soil-cement with fiber. The samples were subjected to laboratory compaction tests such as modified proctor and California Bearing Ratio (CBR), the mix design and the optimum of each material were obtained from the proctor test when the results showed the maximum dry density, the results obtained show an increase in CBR with the inclusion of fique fiber in the natural soil, however the greatest resistance was obtained from the soil-cement mixture with its respective optimum moisture content.