Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.

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This scientific article presents a comprehensive analysis of geometric configurations of recycled plastic micropiles for slope stabilization in challenging coastal environments. The study focuses on the Miraflores slope in the Costa Verde area of Lima, Peru. The research includes a detailed investig...

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Detalles Bibliográficos
Autores: Velita, Sadit Acuna, Contreras, David Cuevas, Polanco, Lydice Salome Estrada
Formato: artículo
Fecha de Publicación:2023
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/673015
Enlace del recurso:http://hdl.handle.net/10757/673015
Nivel de acceso:acceso embargado
Materia:coastal zone
geometric configurations
micropiles
recycled plastic
slope stability
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dc.title.es_PE.fl_str_mv Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
title Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
spellingShingle Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
Velita, Sadit Acuna
coastal zone
geometric configurations
micropiles
recycled plastic
slope stability
title_short Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
title_full Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
title_fullStr Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
title_full_unstemmed Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
title_sort Influence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.
author Velita, Sadit Acuna
author_facet Velita, Sadit Acuna
Contreras, David Cuevas
Polanco, Lydice Salome Estrada
author_role author
author2 Contreras, David Cuevas
Polanco, Lydice Salome Estrada
author2_role author
author
dc.contributor.author.fl_str_mv Velita, Sadit Acuna
Contreras, David Cuevas
Polanco, Lydice Salome Estrada
dc.subject.es_PE.fl_str_mv coastal zone
geometric configurations
micropiles
recycled plastic
slope stability
topic coastal zone
geometric configurations
micropiles
recycled plastic
slope stability
description This scientific article presents a comprehensive analysis of geometric configurations of recycled plastic micropiles for slope stabilization in challenging coastal environments. The study focuses on the Miraflores slope in the Costa Verde area of Lima, Peru. The research includes a detailed investigation of the soil's geotechnical properties and slope conditions, followed by the design of different geometric configurations of recycled plastic micropiles. These configurations undergo numerical analysis using the PLAXIS 2D software to evaluate the slope stability under various scenarios. The obtained results, this study contributes to the advancement of knowledge in the field of civil engineering and provides specific and applicable data that can have a direct impact on engineering projects in similar geographical areas, promoting informed decision-making and a more sustainable approach in engineering practice.
publishDate 2023
dc.date.accessioned.none.fl_str_mv 2024-03-12T13:29:06Z
dc.date.available.none.fl_str_mv 2024-03-12T13:29:06Z
dc.date.issued.fl_str_mv 2023-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.1109/CONIITI61170.2023.10324168
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/673015
dc.identifier.journal.es_PE.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
dc.identifier.eid.none.fl_str_mv 2-s2.0-85179550280
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85179550280
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.1109/CONIITI61170.2023.10324168
2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
2-s2.0-85179550280
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url http://hdl.handle.net/10757/673015
dc.language.iso.es_PE.fl_str_mv eng
language eng
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eu_rights_str_mv embargoedAccess
dc.format.es_PE.fl_str_mv application/html
dc.publisher.es_PE.fl_str_mv Institute of Electrical and Electronics Engineers Inc.
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
instacron_str UPC
institution UPC
reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/673015/1/license.txt
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spelling fe76570c2a693cb67c14ade5be71fd46300f89590a5eaa3e9b6847fdbd84dc439233007c4243886547b54ca0bc3992e80994a3Velita, Sadit AcunaContreras, David CuevasPolanco, Lydice Salome Estrada2024-03-12T13:29:06Z2024-03-12T13:29:06Z2023-01-0110.1109/CONIITI61170.2023.10324168http://hdl.handle.net/10757/6730152023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings2-s2.0-85179550280SCOPUS_ID:851795502800000 0001 2196 144XThis scientific article presents a comprehensive analysis of geometric configurations of recycled plastic micropiles for slope stabilization in challenging coastal environments. The study focuses on the Miraflores slope in the Costa Verde area of Lima, Peru. The research includes a detailed investigation of the soil's geotechnical properties and slope conditions, followed by the design of different geometric configurations of recycled plastic micropiles. These configurations undergo numerical analysis using the PLAXIS 2D software to evaluate the slope stability under various scenarios. The obtained results, this study contributes to the advancement of knowledge in the field of civil engineering and provides specific and applicable data that can have a direct impact on engineering projects in similar geographical areas, promoting informed decision-making and a more sustainable approach in engineering practice.ODS 9: Industria, Innovación e InfraestructuraODS 11: Ciudades y Comunidades SosteniblesODS 12: Producción y Consumo Responsablesapplication/htmlengInstitute of Electrical and Electronics Engineers Inc.info:eu-repo/semantics/embargoedAccesscoastal zonegeometric configurationsmicropilesrecycled plasticslope stabilityInfluence of geometric configurations of recycled plastic micropiles on the safety factor of coastal slopes: Case study of the slope adjacent to the Manuel Bonilla-Peru port complex.info:eu-repo/semantics/article2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673015/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673015oai:repositorioacademico.upc.edu.pe:10757/6730152024-07-27 18:09:27.46Repositorio académico upcupc@openrepository.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