Superficial stabilization of volcanic-ash derived soils with cement on road infrastructure slopes
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Introduction: this project proposes an alternative solution to mitigate unfavorable behaviors typical of volcanic ash-derived soils (VADS), especially in slope configurations. These soils often present stability challenges, limiting their use in engineering projects. The aim is to provide a solution that allows for the stabilization of such soils in areas where they are needed for infrastructure projects.
Objetive: the goal of this study was to evaluate the effectiveness of VADS-cement mixtures as a solution to improve the strength and stability of these soils, particularly under extreme weathering conditions, such as those occurring in slopes.
Methodology: laboratory tests were conducted using VADS samples mixed with cement in various proportions. These samples were subjected to cycles simulating the action of weathering to assess their behavior under extreme conditions. The tests included unconfined compressive strength and mass loss analysis due to immersion and drying cycles, simulating the effects of wear over time
Results: the results showed a significant increase in the strength of VADS treated with cement, with an increase of up to 400% in unconfined compressive strength when using 12-15% cement. Additionally, the samples showed good performance under weathering conditions, especially those with 15% cement, which exhibited an acceptable mass loss after the immersion and drying cycles.
Conclusions: treating VADS with cement in proportions ranging from 13% to 15% significantly improves the physical properties of the soils, enhancing their strength and durability. This improvement makes it feasible to use these soils in the construction of infrastructure, particularly in slope stabilization, offering an effective alternative for projects in areas with volcanic ash-derived soils.
- Portland cement
- Volcanic ash
- Stabilization
- Strength
- Slope
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