Bibliographic citations
Monzon, P., Sanchez, H. (2023). Aplicación de geomalla biaxial de cables eléctricos con ceniza de fondo para el mejoramiento de suelos arcillosos en la vía vecinal 1140, Cusco, 2022 [Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/6166
Monzon, P., Sanchez, H. Aplicación de geomalla biaxial de cables eléctricos con ceniza de fondo para el mejoramiento de suelos arcillosos en la vía vecinal 1140, Cusco, 2022 []. PE: Universidad Andina del Cusco; 2023. https://hdl.handle.net/20.500.12557/6166
@misc{renati/960873,
title = "Aplicación de geomalla biaxial de cables eléctricos con ceniza de fondo para el mejoramiento de suelos arcillosos en la vía vecinal 1140, Cusco, 2022",
author = "Sanchez Viguria, Hans Cristian",
publisher = "Universidad Andina del Cusco",
year = "2023"
}
The present investigation aims to determine the influence of the application of biaxial geogrid of electric cables added with bottom ash from the brick kiln for the improvement of the properties of clayey soils in the subgrade of the 1140 neighborhood road, Cachimayo district, Anta, Cusco, where clayey soils were seen, for which an improvement was sought for its use as a subgrade, using bottom ash from the brick kiln in different dosages and geogrids made with the covering of electrical cables. The Atterberg Limits, Modified Proctor and CBR tests were carried out (according to the MTC Laboratory Test Manual, 2016) to see the improvement of the properties of the clayey soil using bottom ash from the brick kiln in percentages of 5%, 10%, 15% and 20% next to the biaxial electrical cable geogrid with 2.5 cm cell spacing and placed at a depth of 2.0 cm. Having contrasted favorable results, for the CBR test obtaining progressive improvements as the percentage of bottom ash increased, from which the following results were obtained: in the natural soil that reached a CBR for subgrade of 1.724%, by adding a biaxial geogrid of electrical cables presented a CBR of 1,750%, likewise when combining the biaxial geogrid with a dosage of 5% bottom ash, the CBR reached a value of 3.435%, by adding 10% bottom ash I presented a CBR of 7.261% , by adding 15% of bottom ash I present a CBR of 10.178%, and finally by adding 20% a CBR of 10.789% was reached, considering this a significant improvement having a regular soil for use as subgrade. Therefore, it is concluded that these alternatives are considered good mechanical stabilizers for clayey soils, with the best alternative for subgrades being a dosage of 20% of bottom ash from the brick kiln with biaxial geogrid of electrical cables.
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