Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru

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The present study aimed to analyze the stabilization of clay soils for the optimization of urban subgrades through the use of common glass in the province of Tarma, Peru. An experimental design methodology was employed, with 5 test pits excavated for soil extraction. Recycled glass was used, ground,...

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Detalles Bibliográficos
Autores: Mucha Marticorena, Stefany Milagros, Ordaya Aliaga, Gaby Noely, Calsina Colqui, Vidal Victor
Formato: tesis de grado
Fecha de Publicación:2025
Institución:Universidad Continental
Repositorio:CONTINENTAL-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorio.continental.edu.pe:20.500.12394/17458
Enlace del recurso:https://hdl.handle.net/20.500.12394/17458
https://doi.org/10.13189/cea.2025.130124
Nivel de acceso:acceso abierto
Materia:Humedad
Humidity
Suelos
Floors
Vidrio
Glass
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.es_PE.fl_str_mv Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
dc.title.alternative.es_PE.fl_str_mv Estabilización de suelos arcillosos en la optimización de subrasante urbana usando vidrio común, Tarma - Perú
title Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
spellingShingle Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
Mucha Marticorena, Stefany Milagros
Humedad
Humidity
Suelos
Floors
Vidrio
Glass
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
title_full Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
title_fullStr Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
title_full_unstemmed Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
title_sort Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
author Mucha Marticorena, Stefany Milagros
author_facet Mucha Marticorena, Stefany Milagros
Ordaya Aliaga, Gaby Noely
Calsina Colqui, Vidal Victor
author_role author
author2 Ordaya Aliaga, Gaby Noely
Calsina Colqui, Vidal Victor
author2_role author
author
dc.contributor.advisor.fl_str_mv Calsina Colqui, Vidal Víctor
dc.contributor.author.fl_str_mv Mucha Marticorena, Stefany Milagros
Ordaya Aliaga, Gaby Noely
Calsina Colqui, Vidal Victor
dc.subject.es_PE.fl_str_mv Humedad
Humidity
Suelos
Floors
Vidrio
Glass
topic Humedad
Humidity
Suelos
Floors
Vidrio
Glass
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.es_PE.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description The present study aimed to analyze the stabilization of clay soils for the optimization of urban subgrades through the use of common glass in the province of Tarma, Peru. An experimental design methodology was employed, with 5 test pits excavated for soil extraction. Recycled glass was used, ground, and added in varying percentages of 0%, 10%, 20%, 30%, and 60%. An observation sheet was used to record all relevant data. The results indicated that the SiO2 content in the glass was 71.166% and the CaO content was 25.683%, with Si (53.355%) and Ca (41.355%) being the predominant elements. Regarding Maximum Dry Density (MDD), the highest value was recorded with the addition of 20% ground glass (1.987 g/cm3). Additionally, the Optimum Moisture Content (OMC) decreased as the percentage of added glass increased. Concerning the California Bearing Ratio (CBR) at 100% of the MDD, the maximum value was observed with 20% glass addition (17.8%), indicating that the subgrade is of good quality. Finally, the ANOVA analysis showed an F-statistic value of 267.1722 and a p-value of 0.00, suggesting statistically significant differences between the groups with different percentages of glass addition. It was concluded that the addition of ground glass improves the density and moisture providing an effective solution for the stabilization of clay soils in terms of sustainability and performance.
publishDate 2025
dc.date.accessioned.none.fl_str_mv 2025-05-30T03:55:05Z
dc.date.available.none.fl_str_mv 2025-05-30T03:55:05Z
dc.date.issued.fl_str_mv 2025
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/bachelorThesis
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dc.identifier.citation.es_PE.fl_str_mv Mucha, S., Ordaya, G., & Calsina, V. (2025). Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental. https://repositorio.continental.edu.pe/handle/20.500.12394/17458
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12394/17458
dc.identifier.journal.es_PE.fl_str_mv Civil Engineering and Architecture
dc.identifier.doi.none.fl_str_mv https://doi.org/10.13189/cea.2025.130124
identifier_str_mv Mucha, S., Ordaya, G., & Calsina, V. (2025). Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental. https://repositorio.continental.edu.pe/handle/20.500.12394/17458
Civil Engineering and Architecture
url https://hdl.handle.net/20.500.12394/17458
https://doi.org/10.13189/cea.2025.130124
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Universidad Continental
dc.publisher.country.es_PE.fl_str_mv PE
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Repositorio Institucional - Continental
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spelling Calsina Colqui, Vidal VíctorMucha Marticorena, Stefany MilagrosOrdaya Aliaga, Gaby NoelyCalsina Colqui, Vidal Victor2025-05-30T03:55:05Z2025-05-30T03:55:05Z2025Mucha, S., Ordaya, G., & Calsina, V. (2025). Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental. https://repositorio.continental.edu.pe/handle/20.500.12394/17458https://hdl.handle.net/20.500.12394/17458Civil Engineering and Architecturehttps://doi.org/10.13189/cea.2025.130124The present study aimed to analyze the stabilization of clay soils for the optimization of urban subgrades through the use of common glass in the province of Tarma, Peru. An experimental design methodology was employed, with 5 test pits excavated for soil extraction. Recycled glass was used, ground, and added in varying percentages of 0%, 10%, 20%, 30%, and 60%. An observation sheet was used to record all relevant data. The results indicated that the SiO2 content in the glass was 71.166% and the CaO content was 25.683%, with Si (53.355%) and Ca (41.355%) being the predominant elements. Regarding Maximum Dry Density (MDD), the highest value was recorded with the addition of 20% ground glass (1.987 g/cm3). Additionally, the Optimum Moisture Content (OMC) decreased as the percentage of added glass increased. Concerning the California Bearing Ratio (CBR) at 100% of the MDD, the maximum value was observed with 20% glass addition (17.8%), indicating that the subgrade is of good quality. Finally, the ANOVA analysis showed an F-statistic value of 267.1722 and a p-value of 0.00, suggesting statistically significant differences between the groups with different percentages of glass addition. 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Stabilization of clay soils in the optimization of urban subgrade using common glass, Tarma-Peru
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