Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.12394/18343
Title: Potential of Trema Micrantha and Coconut Ash-Trees in Sustainable Innovation for the Repair of Rigid Pavements
Other Titles: Potencial de Trema Micrantha y del fresno de coco en la innovación sostenible para la reparación de pavimentos rígidos
Authors: Rios Romo, Miguel Ruber
Tello Palomino, Alvaro Miguel
Medina Vetanzo, Estefany Jhoany
Lengua Fernandez, Marko Antonio
metadata.dc.contributor.advisor: Lengua Fernandez, Marko Antonio
Keywords: Pavimentos
Pavements
Cenizas
ashes
Fibra de coco
coconut fiber
Plantas
Floors
Publisher: Universidad Continental.
Issue Date: 2025
metadata.dc.date.available: 7-Nov-2025
Citation: Rios, M., Tello, A., Medina, E., & Lengua, M. (2025). Potential of Trema Micrantha and Coconut Ash-Trees in Sustainable Innovation for the Repair of Rigid Pavements [Tesis de licenciatura, Universidad Continental]. Repositorio Institucional Continental.
metadata.dc.identifier.doi: https://doi.org/10.13189/cea.2025.131318
Abstract: The premature deterioration of rigid pavements represents a serious road safety problem, affecting connectivity and causing human losses, while the production of Portland cement contributes significantly to CO₂ emissions. Therefore, this study proposes the use of natural materials, such as coconut shell ash (CSA) and Trema micrantha fibre (TMF), known as ‘sachahuasca’, to improve the durability and sustainability of pavements, offering alternatives that reduce dependence on cement and its environmental impact. The process began with the procurement and preparation of both materials: sachahuasca fibre was selected, washed, dried and cut, while coconut husk was collected, cleaned, washed and dried and then treated in a kiln, obtaining ashes that were incorporated into concrete in concentrations of CSA (0%, 0.5% and 1%) and TMF (0.5%, 1% and 1.5%) for the repair of rigid pavements. A total of 126 cylindrical and 21 prismatic samples were then manufactured and tested for compressive, tensile and flexural strength, with curing at 7, 14 and 28 days, for a total of 147 samples, in addition to slump, density and temperature tests. The results indicated that the mechanical and physical properties improved in the rigid pavement, highlighting an increase in strength during the first few days, which favours its durability. The low slump achieved is suitable for concrete in rigid pavements, promising not only to improve road infrastructure, but also to reduce CO₂ emissions.
metadata.dc.relation: https://www.researchgate.net/publication/392480637_Potential_of_Trema_Micrantha_and_Coconut_Ash-Trees_in_Sustainable_Innovation_for_the_Repair_of_Rigid_Pavements
Extension: p. 2405 - 2425
metadata.dc.rights.accessRights: Acceso restringido
metadata.dc.source: Universidad Continental
Repositorio Institucional - Continental
Appears in Collections:Tesis

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Informe_Turnitin.pdfInforme de Turnitin7.93 MBAdobe PDFView/Open
IV_FIN_105_TE_Rios_Tello_Medina_Lengua_2025.pdfRios Romo, Miguel Ruber; Tello Palomino, Alvaro Miguel; Medina Vetanzo, Estefany Jhoany; Lengua Fernandez, Marko Antonio717.58 kBAdobe PDFView/Open
IV_FIN_105_Autorización_2025.pdfAutorización170.68 kBAdobe PDFView/Open


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