Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete
The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste....
- Autores:
-
Verbel Almario, Camilo
Mora, Otto
Mattos-Rodríguez, Adriana
Figueroa Loaiza, Miguel
Borrero Restrepo, Diego
Suarez Maldonado, Randy
Fresneda Saldarriaga, Cesar Alejandro
Gaitán Millán, Slyder
Vargas Urueta, Selene
Naranjo, Tulio
- Tipo de recurso:
- Article of investigation
- Fecha de publicación:
- 2024
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/13555
- Acceso en línea:
- https://hdl.handle.net/11323/13555
https://repositorio.cuc.edu.co/
- Palabra clave:
- Polypropylene
Aggregates
Concrete
Compressive strength
Flexural strength
- Rights
- openAccess
- License
- Atribución 4.0 Internacional (CC BY 4.0)
id |
RCUC2_3e904bcd95cbb06c000c361f3e6d2f55 |
---|---|
oai_identifier_str |
oai:repositorio.cuc.edu.co:11323/13555 |
network_acronym_str |
RCUC2 |
network_name_str |
REDICUC - Repositorio CUC |
repository_id_str |
|
dc.title.eng.fl_str_mv |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
title |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
spellingShingle |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete Polypropylene Aggregates Concrete Compressive strength Flexural strength |
title_short |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
title_full |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
title_fullStr |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
title_full_unstemmed |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
title_sort |
Effect of incorporation of recycled polypropylene plastic on mechanical properties of concrete |
dc.creator.fl_str_mv |
Verbel Almario, Camilo Mora, Otto Mattos-Rodríguez, Adriana Figueroa Loaiza, Miguel Borrero Restrepo, Diego Suarez Maldonado, Randy Fresneda Saldarriaga, Cesar Alejandro Gaitán Millán, Slyder Vargas Urueta, Selene Naranjo, Tulio |
dc.contributor.author.none.fl_str_mv |
Verbel Almario, Camilo Mora, Otto Mattos-Rodríguez, Adriana Figueroa Loaiza, Miguel Borrero Restrepo, Diego Suarez Maldonado, Randy Fresneda Saldarriaga, Cesar Alejandro Gaitán Millán, Slyder Vargas Urueta, Selene Naranjo, Tulio |
dc.subject.proposal.eng.fl_str_mv |
Polypropylene Aggregates Concrete Compressive strength Flexural strength |
topic |
Polypropylene Aggregates Concrete Compressive strength Flexural strength |
description |
The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste. Polypropylene plastic has undoubtedly been one of the most studied materials to be used as a substitute for the aggregates of concrete mixtures. The main objective of this study is to analyze in a general way the impact of the addition of this material on the compression and flexion resistance of manufactured concrete samples, and in turn, to be able to verify the feasibility of adding this residue and to be used in the construction of non-structural concrete elements. To verify the hypothesis raised, mixtures with partial PP substitution were formulated in coarse and fine aggregates in a range between 20% and 70%, and these samples were subjected to compressive and flexural strength tests to assess the behavior of concrete according to the degree of substitution of the aggregate. After finishing the study, it was found that the addition of PP significantly affects the compressive strength of concrete, reducing it up to 70% in some cases, which generates a great limitation for the use of this material as a substitute in concrete mixtures used to perform structural functions. However, the flexion strength of these specimens with PP replacement shows a rather favorable behavior where it is appreciated that the resistance remains at the same level as a normal concrete sample, which would favor the application of PP replacement in the construction of non-structural elements subjected to bending stress such as pedestrian trails, urban furniture and flooring. |
publishDate |
2024 |
dc.date.accessioned.none.fl_str_mv |
2024-10-26T18:04:46Z |
dc.date.available.none.fl_str_mv |
2024-10-26T18:04:46Z |
dc.date.issued.none.fl_str_mv |
2024-03-19 |
dc.type.none.fl_str_mv |
Artículo de revista |
dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.content.none.fl_str_mv |
Text |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.none.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.coarversion.none.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
format |
http://purl.org/coar/resource_type/c_2df8fbb1 |
status_str |
publishedVersion |
dc.identifier.citation.none.fl_str_mv |
Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319. |
dc.identifier.issn.none.fl_str_mv |
2332-1091 |
dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/11323/13555 |
dc.identifier.doi.none.fl_str_mv |
10.13189/cea.2024.121319 |
dc.identifier.eissn.none.fl_str_mv |
2332-1121 |
dc.identifier.instname.none.fl_str_mv |
Corporación Universidad de la Costa |
dc.identifier.reponame.none.fl_str_mv |
REDICUC - Repositorio CUC |
dc.identifier.repourl.none.fl_str_mv |
https://repositorio.cuc.edu.co/ |
identifier_str_mv |
Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319. 2332-1091 10.13189/cea.2024.121319 2332-1121 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
url |
https://hdl.handle.net/11323/13555 https://repositorio.cuc.edu.co/ |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartofjournal.none.fl_str_mv |
Civil Engineering and Architecture |
dc.relation.references.none.fl_str_mv |
[1] Cacilda-Andre J., Lastra-Rivero J. F., Acevedo-Rodríguez P., “Impactos ambientales de la explotación mecanizada de materiales para la construcción en Sumbe (Angola),” Minería y Geología, vol. 35, no. 3, pp. 338–357, 2019. URL: http://scielo.sld.cu/scielo.php?script=sci_arttext&pid=S19 9380122019000300338&lng=es&nrm=iso&tlng=en. [2] I. S. Raj and K. Somasundaram, “Sustainable usage of waste materials in aerated and foam concrete: A review,” Civil Engineering and Architecture, vol. 9, no. 4. Horizon Research Publishing, pp. 1144–1155, 2021, doi: 10.13189/cea.2021.090416. [3] Hakeem Alfahdawi I., Aminah Osman S., Hamid R., Ismail Al-Hadithi A., “Utilizing waste plastic polypropylene and polyethylene terephthalate as alternative aggregates to produce lightweight concrete: A review Stiffened concrete-filled steel tubes,” Journal of Engineering Science and Technology, vol. 11, no. 8, pp. 1165–1173, 2016. URL: https://www.researchgate.net/publication/305904606. [4] Thakur A., Senthil K., Singh A. P., “Evaluation of concrete bricks with crumb rubber and polypropylene fibres under impact loading,” Constr Build Mater, vol. 315, p. 125752, Jan. 2022, doi: 10.1016/J.CONBUILDMAT.2021.125752 [5] Martinez Amariz A. D., Cote Jiménez M. L., “Diseño y fabricación de ladrillo reutilizando materiales a base de PET,” pp. 76–80, Dec. 2014. URL: https://revistascientificas.cuc.edu.co/ingecuc/article/view/4 93/402. [6] Islam M. J., Shahjalal M., Haque N. M. A., “Mechanical and durability properties of concrete with recycled polypropylene waste plastic as a partial replacement of coarse aggregate,” Journal of Building Engineering, vol. 54, p. 104597, Aug. 2022, doi: 10.1016/J.JOBE.2022.104597. [7] Visweswara Sastry Dhara V. N V., Sunil kumar. K., Dr. Vimala. A, “Experimental Investigation on Mechanical and Durability Properties of Concrete with Plastic Waste,” International Journal of Engineering & Technology, vol. 7, no. 3.35, pp. 32–36, Sep. 2018, doi: 10.14419/IJET.V7I3.35.29143. [8] J. Blazy and R. Blazy, “Polypropylene fiber reinforced concrete and its application in creating architectural forms of public spaces,” Case Studies In Construction Materials, 2021, doi: 10.1016/j.cscm.2021.e00549. [9] M. R. Latifi, Ö. Biricik, and A. Mardani Aghabaglou, “Effect of the addition of polypropylene fiber on concrete properties,” J Adhes Sci Technol, vol. 36, no. 4, pp. 345– 369, 2022, doi: 10.1080/01694243.2021.1922221. [10] J. Ahmad, D. D. Burduhos-Nergis, M. M. Arbili, S. M. Alogla, A. Majdi, and A. F. Deifalla, “A Review on Failure Modes and Cracking Behaviors of Polypropylene Fibers Reinforced Concrete,” Buildings, vol. 12, no. 11. MDPI, Nov. 01, 2022. doi: 10.3390/buildings12111951. [11] M. Hatami Jorbat, M. Hosseini, and M. Mahdikhani, “Effect of polypropylene fibers on the mode I, mode II, and mixed-mode fracture toughness and crack propagation in fiber-reinforced concrete,” Theoretical and Applied Fracture Mechanics, vol. 109, p. 102723, Oct. 2020, doi: 10.1016/J.TAFMEC.2020.102723. [12] M. Orouji, S. M. Zahrai, and E. Najaf, “Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: An environmental approach,” Structures, vol. 33, pp. 4616– 4628, Oct. 2021, doi: 10.1016/J.ISTRUC.2021.07.048. [13] Departamento Administrativo Nacional de Estadística, “Estadísticas de Concreto Premezclado (EC) octubre 2022.”. Available: https://www.dane.gov.co/files/investiga ciones/boletines/concreto/Bol_concreto_oct_22.pdf. [14] Rudas C. E., “Colombia recicla material plástico por un aproximado de 300.000 a 350.000 toneladas por año,” La República, 2021. Available: https://www.larepublica.co/es peciales/la-revolucion-del-plastico/colombia-recicla-materi al-plastico-por-un-aproximado-de-300-000-a-350-000-tone ladas-por-ano-3233728. [15] Instituto Nacional de Vías - INVÍAS, “Granulometric analysis of coarse and fine aggregates. INV E - 213,” 2013. Colombia. [16] ASTM International. 2003. ASTM C33 – 03: Standard Specification for Concrete Aggregates. West Conshohocken, PA, USA. [17] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Concrete Aggregate Specifications NTC – 174”. Jun 2000. Bogotá, Colombia. [18] Ministerio de Ambiente Vivienda y Desarrollo Territorial, Reglamento colombiano de construcción sismorresistente NSR-10, vol. Capitulo C. 2010. [19] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Compressive strength test of cylindrical concrete specimens NTC – 673”. Feb 2010. Bogotá, Colombia. [20] ASTM International. 2016. ASTM C39/C 39M – 01: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA, USA. [21] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Unit mass of structural lightweight concrete NTC - 4022”. Oct 1994. Bogotá, Colombia. |
dc.relation.citationendpage.none.fl_str_mv |
2211 |
dc.relation.citationstartpage.none.fl_str_mv |
2198 |
dc.relation.citationissue.none.fl_str_mv |
3A |
dc.relation.citationvolume.none.fl_str_mv |
12 |
dc.rights.eng.fl_str_mv |
© 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved. |
dc.rights.license.none.fl_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) |
dc.rights.uri.none.fl_str_mv |
https://creativecommons.org/licenses/by/4.0/ |
dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
rights_invalid_str_mv |
Atribución 4.0 Internacional (CC BY 4.0) © 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved. https://creativecommons.org/licenses/by/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.extent.none.fl_str_mv |
14 páginas |
dc.format.mimetype.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Horizon Research Publishing |
dc.publisher.place.none.fl_str_mv |
United States |
publisher.none.fl_str_mv |
Horizon Research Publishing |
dc.source.none.fl_str_mv |
https://www.hrpub.org/journals/article_info.php?aid=14174 |
institution |
Corporación Universidad de la Costa |
bitstream.url.fl_str_mv |
https://repositorio.cuc.edu.co/bitstreams/c92b0382-a983-4c34-89db-c95d011abccc/download https://repositorio.cuc.edu.co/bitstreams/0a21ae16-496e-4a50-9e5f-fa2930604122/download https://repositorio.cuc.edu.co/bitstreams/c93be882-982a-4a9b-a071-3fca8f2d110e/download https://repositorio.cuc.edu.co/bitstreams/7a81ee56-09cb-4486-aa6d-f11ea6dd9393/download |
bitstream.checksum.fl_str_mv |
68efc687eee0fa722f68928654ba050a 73a5432e0b76442b22b026844140d683 94aae63323d5a9e95e6746ec74460378 1f70972d2d4ffc851d4f101f54f5a5ec |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio de la Universidad de la Costa CUC |
repository.mail.fl_str_mv |
repdigital@cuc.edu.co |
_version_ |
1828166824888369152 |
spelling |
Atribución 4.0 Internacional (CC BY 4.0)© 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved.https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Verbel Almario, CamiloMora, OttoMattos-Rodríguez, AdrianaFigueroa Loaiza, MiguelBorrero Restrepo, DiegoSuarez Maldonado, RandyFresneda Saldarriaga, Cesar AlejandroGaitán Millán, SlyderVargas Urueta, SeleneNaranjo, Tulio2024-10-26T18:04:46Z2024-10-26T18:04:46Z2024-03-19Camilo Verbel Almario , Otto Mora , Adriana Mattos-Rodríguez , Miguel Figueroa Loaiza , Diego Borrero Restrepo , Randy Suarez Maldonado , Cesar Alejandro Fresneda Saldarriaga , Slyder Gaitán Millán , Selene Vargas Urueta , Tulio Naranjo (2024). Effect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete. Civil Engineering and Architecture, 12(3A), 2198 - 2211. DOI: 10.13189/cea.2024.121319.2332-1091https://hdl.handle.net/11323/1355510.13189/cea.2024.1213192332-1121Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The use of recyclable materials in construction has become a key factor for cost reduction, the improvement of some mechanical conditions in materials, and, at the same time, has represented a major contribution to the solution of environmental problems related to pollution generated by solid waste. Polypropylene plastic has undoubtedly been one of the most studied materials to be used as a substitute for the aggregates of concrete mixtures. The main objective of this study is to analyze in a general way the impact of the addition of this material on the compression and flexion resistance of manufactured concrete samples, and in turn, to be able to verify the feasibility of adding this residue and to be used in the construction of non-structural concrete elements. To verify the hypothesis raised, mixtures with partial PP substitution were formulated in coarse and fine aggregates in a range between 20% and 70%, and these samples were subjected to compressive and flexural strength tests to assess the behavior of concrete according to the degree of substitution of the aggregate. After finishing the study, it was found that the addition of PP significantly affects the compressive strength of concrete, reducing it up to 70% in some cases, which generates a great limitation for the use of this material as a substitute in concrete mixtures used to perform structural functions. However, the flexion strength of these specimens with PP replacement shows a rather favorable behavior where it is appreciated that the resistance remains at the same level as a normal concrete sample, which would favor the application of PP replacement in the construction of non-structural elements subjected to bending stress such as pedestrian trails, urban furniture and flooring.14 páginasapplication/pdfengHorizon Research PublishingUnited Stateshttps://www.hrpub.org/journals/article_info.php?aid=14174Effect of incorporation of recycled polypropylene plastic on mechanical properties of concreteArtículo de revistahttp://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a85Civil Engineering and Architecture[1] Cacilda-Andre J., Lastra-Rivero J. F., Acevedo-Rodríguez P., “Impactos ambientales de la explotación mecanizada de materiales para la construcción en Sumbe (Angola),” Minería y Geología, vol. 35, no. 3, pp. 338–357, 2019. URL: http://scielo.sld.cu/scielo.php?script=sci_arttext&pid=S19 9380122019000300338&lng=es&nrm=iso&tlng=en.[2] I. S. Raj and K. Somasundaram, “Sustainable usage of waste materials in aerated and foam concrete: A review,” Civil Engineering and Architecture, vol. 9, no. 4. Horizon Research Publishing, pp. 1144–1155, 2021, doi: 10.13189/cea.2021.090416.[3] Hakeem Alfahdawi I., Aminah Osman S., Hamid R., Ismail Al-Hadithi A., “Utilizing waste plastic polypropylene and polyethylene terephthalate as alternative aggregates to produce lightweight concrete: A review Stiffened concrete-filled steel tubes,” Journal of Engineering Science and Technology, vol. 11, no. 8, pp. 1165–1173, 2016. URL: https://www.researchgate.net/publication/305904606.[4] Thakur A., Senthil K., Singh A. P., “Evaluation of concrete bricks with crumb rubber and polypropylene fibres under impact loading,” Constr Build Mater, vol. 315, p. 125752, Jan. 2022, doi: 10.1016/J.CONBUILDMAT.2021.125752[5] Martinez Amariz A. D., Cote Jiménez M. L., “Diseño y fabricación de ladrillo reutilizando materiales a base de PET,” pp. 76–80, Dec. 2014. URL: https://revistascientificas.cuc.edu.co/ingecuc/article/view/4 93/402.[6] Islam M. J., Shahjalal M., Haque N. M. A., “Mechanical and durability properties of concrete with recycled polypropylene waste plastic as a partial replacement of coarse aggregate,” Journal of Building Engineering, vol. 54, p. 104597, Aug. 2022, doi: 10.1016/J.JOBE.2022.104597.[7] Visweswara Sastry Dhara V. N V., Sunil kumar. K., Dr. Vimala. A, “Experimental Investigation on Mechanical and Durability Properties of Concrete with Plastic Waste,” International Journal of Engineering & Technology, vol. 7, no. 3.35, pp. 32–36, Sep. 2018, doi: 10.14419/IJET.V7I3.35.29143.[8] J. Blazy and R. Blazy, “Polypropylene fiber reinforced concrete and its application in creating architectural forms of public spaces,” Case Studies In Construction Materials, 2021, doi: 10.1016/j.cscm.2021.e00549.[9] M. R. Latifi, Ö. Biricik, and A. Mardani Aghabaglou, “Effect of the addition of polypropylene fiber on concrete properties,” J Adhes Sci Technol, vol. 36, no. 4, pp. 345– 369, 2022, doi: 10.1080/01694243.2021.1922221.[10] J. Ahmad, D. D. Burduhos-Nergis, M. M. Arbili, S. M. Alogla, A. Majdi, and A. F. Deifalla, “A Review on Failure Modes and Cracking Behaviors of Polypropylene Fibers Reinforced Concrete,” Buildings, vol. 12, no. 11. MDPI, Nov. 01, 2022. doi: 10.3390/buildings12111951.[11] M. Hatami Jorbat, M. Hosseini, and M. Mahdikhani, “Effect of polypropylene fibers on the mode I, mode II, and mixed-mode fracture toughness and crack propagation in fiber-reinforced concrete,” Theoretical and Applied Fracture Mechanics, vol. 109, p. 102723, Oct. 2020, doi: 10.1016/J.TAFMEC.2020.102723.[12] M. Orouji, S. M. Zahrai, and E. Najaf, “Effect of glass powder & polypropylene fibers on compressive and flexural strengths, toughness and ductility of concrete: An environmental approach,” Structures, vol. 33, pp. 4616– 4628, Oct. 2021, doi: 10.1016/J.ISTRUC.2021.07.048.[13] Departamento Administrativo Nacional de Estadística, “Estadísticas de Concreto Premezclado (EC) octubre 2022.”. Available: https://www.dane.gov.co/files/investiga ciones/boletines/concreto/Bol_concreto_oct_22.pdf.[14] Rudas C. E., “Colombia recicla material plástico por un aproximado de 300.000 a 350.000 toneladas por año,” La República, 2021. Available: https://www.larepublica.co/es peciales/la-revolucion-del-plastico/colombia-recicla-materi al-plastico-por-un-aproximado-de-300-000-a-350-000-tone ladas-por-ano-3233728.[15] Instituto Nacional de Vías - INVÍAS, “Granulometric analysis of coarse and fine aggregates. INV E - 213,” 2013. Colombia.[16] ASTM International. 2003. ASTM C33 – 03: Standard Specification for Concrete Aggregates. West Conshohocken, PA, USA.[17] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Concrete Aggregate Specifications NTC – 174”. Jun 2000. Bogotá, Colombia.[18] Ministerio de Ambiente Vivienda y Desarrollo Territorial, Reglamento colombiano de construcción sismorresistente NSR-10, vol. Capitulo C. 2010.[19] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Compressive strength test of cylindrical concrete specimens NTC – 673”. Feb 2010. Bogotá, Colombia.[20] ASTM International. 2016. ASTM C39/C 39M – 01: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA, USA.[21] Instituto Colombiano de Normas Técnicas y Certificación – ICONTEC. “Unit mass of structural lightweight concrete NTC - 4022”. Oct 1994. Bogotá, Colombia.221121983A12PolypropyleneAggregatesConcreteCompressive strengthFlexural strengthPublicationORIGINALEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdfEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdfapplication/pdf1423276https://repositorio.cuc.edu.co/bitstreams/c92b0382-a983-4c34-89db-c95d011abccc/download68efc687eee0fa722f68928654ba050aMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.cuc.edu.co/bitstreams/0a21ae16-496e-4a50-9e5f-fa2930604122/download73a5432e0b76442b22b026844140d683MD52TEXTEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.txtEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.txtExtracted texttext/plain35183https://repositorio.cuc.edu.co/bitstreams/c93be882-982a-4a9b-a071-3fca8f2d110e/download94aae63323d5a9e95e6746ec74460378MD53THUMBNAILEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.jpgEffect of Incorporation of Recycled Polypropylene Plastic on Mechanical Properties of Concrete.pdf.jpgGenerated Thumbnailimage/jpeg17223https://repositorio.cuc.edu.co/bitstreams/7a81ee56-09cb-4486-aa6d-f11ea6dd9393/download1f70972d2d4ffc851d4f101f54f5a5ecMD5411323/13555oai:repositorio.cuc.edu.co:11323/135552024-10-27 03:02:16.519https://creativecommons.org/licenses/by/4.0/© 2013-2024 HORIZON RESEARCH PUBLISHING. All rights reserved.open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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 |