Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles
Digital
- Autores:
-
Osorio-Caro, Julio Adriano
- Tipo de recurso:
- Trabajo de grado de pregrado
- Fecha de publicación:
- 2024
- Institución:
- Universidad de Santander
- Repositorio:
- Repositorio Universidad de Santander
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.udes.edu.co:001/10581
- Palabra clave:
- pozzolanic materials
hydraulic concrete
pavers
tactile tiles
durability
- Rights
- embargoedAccess
- License
- http://purl.org/coar/access_right/c_f1cf
id |
RUDES2_f891afba15318541fd64872f5bd6b56d |
---|---|
oai_identifier_str |
oai:repositorio.udes.edu.co:001/10581 |
network_acronym_str |
RUDES2 |
network_name_str |
Repositorio Universidad de Santander |
repository_id_str |
|
dc.title.eng.fl_str_mv |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
title |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
spellingShingle |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles pozzolanic materials hydraulic concrete pavers tactile tiles durability |
title_short |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
title_full |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
title_fullStr |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
title_full_unstemmed |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
title_sort |
Pozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile Tiles |
dc.creator.fl_str_mv |
Osorio-Caro, Julio Adriano |
dc.contributor.advisor.none.fl_str_mv |
Joya-Cárdenas, Diego Rafael |
dc.contributor.author.none.fl_str_mv |
Osorio-Caro, Julio Adriano |
dc.contributor.jury.none.fl_str_mv |
Caicedo-García, Maya Sian García-Muñoz, Fernando |
dc.contributor.researchgroup.none.fl_str_mv |
GAIA |
dc.subject.proposal.eng.fl_str_mv |
pozzolanic materials hydraulic concrete pavers tactile tiles durability |
topic |
pozzolanic materials hydraulic concrete pavers tactile tiles durability |
description |
Digital |
publishDate |
2024 |
dc.date.accessioned.none.fl_str_mv |
2024-06-22T15:56:01Z |
dc.date.available.none.fl_str_mv |
2024-06-22T15:56:01Z 2029-06-06 |
dc.date.issued.none.fl_str_mv |
2024-06-06 |
dc.type.none.fl_str_mv |
Trabajo de grado - Pregrado |
dc.type.coar.none.fl_str_mv |
http://purl.org/coar/resource_type/c_7a1f |
dc.type.coarversion.none.fl_str_mv |
http://purl.org/coar/version/c_71e4c1898caa6e32 |
dc.type.content.none.fl_str_mv |
Text |
dc.type.driver.none.fl_str_mv |
info:eu-repo/semantics/bachelorThesis |
dc.type.version.none.fl_str_mv |
info:eu-repo/semantics/submittedVersion |
format |
http://purl.org/coar/resource_type/c_7a1f |
status_str |
submittedVersion |
dc.identifier.instname.none.fl_str_mv |
Universidad de Santander |
dc.identifier.local.none.fl_str_mv |
T 20.24 c176P |
dc.identifier.reponame.none.fl_str_mv |
Repositorio Digital Institucional Universidad de Santander |
dc.identifier.repourl.none.fl_str_mv |
https://repositorio.udes.edu.co |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.udes.edu.co/handle/001/10581 |
identifier_str_mv |
Universidad de Santander T 20.24 c176P Repositorio Digital Institucional Universidad de Santander |
url |
https://repositorio.udes.edu.co https://repositorio.udes.edu.co/handle/001/10581 |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.relation.references.none.fl_str_mv |
Yoon M, Kim G, Choe GC, Lee Y, Lee T. Effect of coarse aggregate type and loading level on the high temperature properties of concrete. Constr Build Mater 2015;78:26–33. https://doi.org/10.1016/j.conbuildmat.2014.12.096. Choi H, Choi H, Lim M, Inoue M, Kitagaki R, Noguchi T. Evaluation on the Mechanical Performance of Low-Quality Recycled Aggregate Through Interface Enhancement Between Cement Matrix and Coarse Aggregate by Surface Modification Technology. Int J Concr Struct Mater 2016;10:87–97. https://doi.org/10.1007/s40069-015-0124-5. Pavlů T, Fořtová K, Mariaková D, Řepka J, Vlach T, Hájek P. High-performance concrete with fine recycled concrete aggregate: Experimental assessment. Struct Concr 2023;24:1868–78. https://doi.org/10.1002/SUCO.202200734. Huang Y, Ding Y, Xie T, Fei D. Effect of coarse-aggregate shape on strength of hydraulic concrete. Struct Concr 2021;22:E710–9. https://doi.org/10.1002/SUCO.201900346. Cañola H, Barreto G, Granda-Ramírez F, Urrego A. Influencia del porcentaje de sustitución de emulsión asfáltica en frio en las propiedades físicas de cilindros de mortero y cilindros de tierra comprimida (CTC) 2021:2–14. https://doi.org/10.4322/conpat2021.409. Abdullahi H, Zeng X, Lan X, Zhu H, Li Y, Zhao H, et al. A review on cement asphalt emulsion mortar composites, structural development, and performances. Materials (Basel) 2021;14:1–20. https://doi.org/10.3390/ma14123422. Xu N, Huang K, Li W, Han X, Han L, Li C. Partially Replacing the Emulsified Asphalt in Cement Emulsified Asphalt Mortars with Epoxy Emulsion: Mechanical Properties and Durability Study. Adv Mater Sci Eng 2021;2021. https://doi.org/10.1155/2021/1614133. Ahmad J, Majdi A, Al-Fakih A, Deifalla AF, Althoey F, El Ouni MH, et al. Mechanical and Durability Performance of Coconut Fiber Reinforced Concrete: A State of the Art Review. Materials (Basel) 2022;15. https://doi.org/10.3390/ma15103601. Khongova I, Chromkova I, Prachar V. Properties of cement mortars containing recycled concrete aggregate and waste mineral fibers. J Phys Conf Ser 2022;2341. https://doi.org/10.1088/1742-6596/2341/1/012011. Cruz D, Fajardo G, Flores I, Cruz A, Valdez P. Tratamiento superficial con nanopartículas base silicio inducido durante el curado: Efecto en la durabilidad de materiales base cemento portland. Rev ALCONPAT 2017;7:274–85. https://doi.org/10.21041/ra.v7i3.239. García JA, Varón FAP. Neural network-based model to predict compressive strength of concrete incorporating supplementary cementitious materials and recycled aggregates. Rev Mater 2022;27. https://doi.org/10.1590/s1517-707620220002.1318. Torre A, Espinoza P, Matias J. Uso de las redes neuronales artificiales en el estudio del coeficiente de permeabilidad de concretos adicionados con microsílice, metacaolín y puzolana. Inf Tecnológica 2022;33:81–92. https://doi.org/10.4067/s0718-07642022000500081. Mendoza-Rangel, Flores-Jarquín, Santos D los, Garcés Terradillos P. Durabilidad de morteros de reparación sustentables expuestos a ambiente industrial. Rev ALCONPAT 2016;6:41–51. https://doi.org/10.21041/ra.v6i1.114. Castillo G, Peralta J, Chavarry J, Muñoz S. Uso de residuos agroindustriales en las propiedades mecánicas del concreto: Una revisión literaria 2021. Camargo A, Contreras JH. Influencia del proceso de fermentación del café (Coffea arábica) en la durabilidad del concreto en laboratorio, Satipo – 2018. Prospect Univ 2022;17:31–40. https://doi.org/10.26490/uncp.prospectivauniversitaria.2020.17.1395. Vargas A, Vásquez W, Valencia W, Mejía R. Caracterización de un concreto geopolimérico fibrorreforzado para su aplicación en elementos constructivos. Rev UIS Ing 2022;21:39–51. https://doi.org/10.18273/revuin.v21n4-2022004. Cosio P, Pelaez M, Cadefau J, Farran A. Systematic Review and Meta-Analysis of Circulating Irisin Levels Following Endurance Training: Results of Continuous and Interval Training. Biol Res Nurs 2023;25:367–81. https://doi.org/10.1177/10998004221142580. Yepes J, Urrútia G, Romero-García M, Alonso-Fernández S. The PRISMA 2020 statement: an updated guideline for reporting systematic reviews. Rev Esp Cardiol 2021;74:790–9. https://doi.org/10.1016/j.recesp.2021.06.016. Pitarch A, Reig L, Tomás A, López F. Effect of Tiles, Bricks and Ceramic Sanitary-Ware Recycled Aggregates on Structural Concrete Properties. Waste and Biomass Valorization 2019;10:1779–93. https://doi.org/10.1007/s12649-017-0154-0. Mas M, Monzó J, Payá J, Reig L, Borrachero M. Ceramic tiles waste as replacement material in Portland cement. Adv Cem Res 2016;28:221–32. https://doi.org/10.1680/jadcr.15.00021. Grist E, Paine K, Heath A, Norman J, Pinder H. The environmental credentials of hydraulic lime-pozzolan concretes. J Clean Prod 2015;93:26–37. https://doi.org/10.1016/j.jclepro.2015.01.047. Makul N, Fediuk R, Amran M, Zeyad A, Garcez A, Klyuev S, et al. Capacity to develop recycled aggregate concrete in south east asia. Buildings 2021;11:1–19. https://doi.org/10.3390/buildings11060234. Makul N, Fediuk R, Amran M, Zeyad A, Klyuev S, Chulkova I, et al. Design strategy for recycled aggregate concrete: A review of status and future perspectives. Crystals 2021;11. https://doi.org/10.3390/cryst11060695. Mohammed A, Tenza A, Mahi A. Assessment of the Durability Against a Chemical Attack of Fiber-Reinforced Lightweight Pouzzolanic Concrete under the Effect of Temperature. Ann Chim Sci Des Mater 2023;47:25–33. https://doi.org/10.18280/acsm.470104. Salvi D, Gupta T, Sharma R. A Review on Hardened Properties of Eco-Friendly Concrete Containing Ceramic Waste Powder. J Sci Res Reports 2021;27:87–103. https://doi.org/10.9734/jsrr/2021/v27i530392. Park J, Bui Q, Jung S, Yang H. Selected Strength Properties of Coal Bottom Ash ( CBA ) Drying Conditions 2021. Yang J, Feng T, Linhui W, Liang F, Yangguoyuan O. Experimental Study on Construction Waste Making New Road Brick with Recycled Aggregate Concrete. Sci Discov 2017;5:598. https://doi.org/10.11648/j.sd.20170507.31. Raggiotti B, Positieri M, Locati F, Murra J, Marfil S. Zeolite, study of aptitude as a natural pozzolan applied to structural concrete. Rev La Constr 2015;14:14–20. https://doi.org/10.4067/s0718-915x2015000200002. Kumar R, Sharma U. Abrasion resistance of concrete containing marginal aggregates. Constr Build Mater 2014;66:712–22. https://doi.org/10.1016/j.conbuildmat.2014.05.084. Saand A, Keerio M, Bangwar D khan. Effect Of Metakaolin Developed From Local Natural Material Soorh On Workability, Compressive Strength, Ultrasonic Pulse Velocity And Drying Shrinkage Of Concrete. Archit Civ Eng Environ 2017;10:115–22. https://doi.org/10.21307/acee-2017-025. Rivera R, Sanjuán M, Martín D. Granulated blast-furnace slag and coal fly ash ternary portland cements optimization. Sustain 2020;12:1–15. https://doi.org/10.3390/su12145783. Jalal A, Hakim L, Shafiq N. Mechanical and post-cracking characteristics of fiber reinforced concrete containing copper-coated steel and PVA fibers in 100% cement and fly ash concrete. Appl Sci 2021;11:1–14. https://doi.org/10.3390/app11031048. Najaf E, Abbasi H. Using Recycled Concrete Powder, Waste Glass Powder, and Plastic Powder to Improve the Mechanical Properties of Compacted Concrete: Cement Elimination Approach. Adv Civ Eng 2022;2022. https://doi.org/10.1155/2022/9481466. García E, Alcala D, Más-López M, García S, Pindado S. Use of ecofriendly glass powder concrete in construction of wind farms. Appl Sci 2021;11. https://doi.org/10.3390/app11073050. Hailong W, Sun X, Wang J, Monteiro P. Permeability of concrete with recycled concrete aggregate and pozzolanic materials under stress. Materials (Basel) 2016;9:1–12. https://doi.org/10.3390/ma9040252. Torres Agredo J, Izquierdo García S, Trochez Serna J, Mejía de Gutiérrez R. Estudio comparativo de pastas de cemento adicionadas con catalizador de craqueo catalítico usado (FCC), y metacaolín (MK). Cienc e Ing Neogranadina 2012;22:7. https://doi.org/10.18359/rcin.246. Diaz J, Izquierdo S, Mejía R, Gordillo M. Mezcla ternaria de cemento portland , escoria de alto horno y piedra caliza : resistencia mecánica y durabilidad Metodología experimental. J Constr 2014;12:53–60. Wang L, Jin M, Guo F, Wang YAN, Tang S. Pore structural and fractal analysis of the influence of fly ash and silica fume on the mechanical property and abrasion resistance of concrete. Fractals 2021;29:1–18. https://doi.org/10.1142/S0218348X2140003X. Foti D, Lerna M, Sabbà M, Vacca V. Mechanical characteristics and water absorption properties of blast-furnace slag concretes with fly ashes or microsilica additions. Appl Sci 2019;9. https://doi.org/10.3390/app9071279. Benoy S. Performance Evaluation of Additives to Make Abrasion Resistant Concrete: A Review. Int J Res Appl Sci Eng Technol 2021;9:747–55. https://doi.org/10.22214/ijraset.2021.38886. Bodnárová L, Ťažký M, Ťažká L, Hela R, Pikna O, Sitek L. Abrasive wear resistance of concrete in connection with the use of crushed and mined aggregate, active and non-active mineral additives, and the use of fibers in concrete. Sustain 2020;12:1–26. https://doi.org/10.3390/su12239920. Wang K, Guo J, Zhang P, Meng Q. The Counterbalance of the Adverse Effect of Abrasion on the Properties of Concrete Incorporating Nano-SiO2 and Polypropylene Fiber Based on Pore Structure Fractal Characteristics. Fractal Fract 2022;6. https://doi.org/10.3390/fractalfract6070392. Pulido J, Loaiza S, Higuera C. Evaluación del comportamiento a compresión y propiedades físicas de morteros de cemento reforzados con fibras recicladas PET. Sci Tech 2020;25:269–79. https://doi.org/10.22517/23447214.23771. Koschanin J, Nochaiya T, Suriwong T, Laonamsai J, Julphunthong P. Enhancing durability of concrete mixtures with supplementary cementitious materials: A study on organic acid corrosion and physical abrasion in pig farm environments. Case Stud Constr Mater 2024;20:e02731. https://doi.org/10.1016/j.cscm.2023.e02731. Ahmad J, Martínez R, Szelag M, De-Prado J, Marzouki R, Alqurashi M, et al. Effects of steel fibers (Sf) and ground granulated blast furnace slag (ggbs) on recycled aggregate concrete. Materials (Basel) 2021;14. https://doi.org/10.3390/ma14247497. Olivia M, Utama PS, Supit S. Compressive strength, porosity, and sorptivity of blended Palm Oil Fuel Ash (POFA) concrete containing silica fume in peat water. IOP Conf Ser Earth Environ Sci 2023;1195. https://doi.org/10.1088/1755-1315/1195/1/012038. Caes S, Gurning AC, Li X, de Souza V, Kursten B. Corrosion of aluminium in ordinary Portland cement paste: Influence of matrix porosity and the presence of LiNO3 corrosion inhibitor. Mater Corros 2023;74:125–37. https://doi.org/10.1002/MACO.202213296. Al-Kroom H, Atyia M, Mahdy M, Elrahman M. The Effect of Finely-grinded Crushed Brick Powder on Physical and Microstructural Characteristics of Lightweight Concrete. Minerals 2022;12. https://doi.org/10.3390/min12020159. Geng H, Chen W, Li Q, Shui Z, Yuan B. Effect of pre-dispersing metakaolin in water on the properties, hydration, and metakaolin distribution in mortar. Front Mater 2019;6:1–10. https://doi.org/10.3389/fmats.2019.00099. Hermawan H, Minne P, Serna P, Gruyaert E. Understanding the impacts of healing agents on the properties of fresh and hardened self-healing concrete: A review. Processes 2021;9:1–33. https://doi.org/10.3390/pr9122206. Abo-El-Enein S, El-kady G, El-Sokkary T, Gharieb M. Physico-mechanical properties of composite cement pastes containing silica fume and fly ash. HBRC J 2015;11:7–15. https://doi.org/10.1016/j.hbrcj.2014.02.003. Kapgate S, Tomar A. Utilization of Silica Fume and Fly ash in Cement and Partial Substitution of Fine Aggregate Using Quarry Dust in Concrete. IOP Conf Ser Earth Environ Sci 2022;1084. https://doi.org/10.1088/1755-1315/1084/1/012029. Juhart J, Autischer M, Sakoparnig M, Krüger M. The realization of clinker-reduced, performance-based sustainable concrete by the micro-filler, eco-filler concept. Materials (Basel) 2021;14. https://doi.org/10.3390/ma14174958. Sanytsky M, Kropyvnytska T, Ivashchyshyn H. Sustainable modified pozzolanic supplementary cementitious materials based on natural zeolite, fly ash and silica fume. IOP Conf Ser Earth Environ Sci 2023;1254. https://doi.org/10.1088/1755-1315/1254/1/012004. Xu X, Zhao Y, Gu X, Zhu Z, Wang F, Zhang Z. Effect of Particle Size and Morphology of Siliceous Supplementary Cementitious Material on the Hydration and Autogenous Shrinkage of Blended Cement. Materials (Basel) 2023;16. https://doi.org/10.3390/ma16041638. Lollini F, Redaelli E, Bertolini L. Investigation on the effect of supplementary cementitious materials on the critical chloride threshold of steel in concrete. Mater Struct Constr 2016;49:4147–65. https://doi.org/10.1617/s11527-015-0778-0. Zapała, J, Owsiak Z. Effect of lithium nitrate on the reaction between opal aggregate and sodium and potassium hydroxides in concrete over a long period of time. Bull Polish Acad Sci Tech Sci 2017;65:773–8. https://doi.org/10.1515/bpasts-2017-0085. Menéndez E, Sanjuán MÁ, García-Roves R, Argiz C, Recino H. Sustainable and durable performance of pozzolanic additions to prevent alkali-silica reaction (ASR) promoted by aggregates with different reaction rates. Appl Sci 2020;10:1–24. https://doi.org/10.3390/app10249042. Martínez A, Montes P, Moreno E, Fernández A. Efecto de la adición de un suelo lacustre o ceniza volante en las propiedades de concretos hidráulicos. Rev ALCONPAT 2011;1:208–16. https://doi.org/10.21041/ra.v1i3.16. Aliu A, Olalusi O, Awoyera P, Kiliswa M. Evaluation of pozzolanic reactivity of maize straw ash as a binder supplement in concrete. Case Stud Constr Mater 2023;18:e01790. https://doi.org/10.1016/j.cscm.2022.e01790. Scheurer M, Dittel G, Kalthoff M, Raupach M, Matschei T, Gries T. Evaluation of Properties of Impregnated Reinforcement Textiles Cured Within Concrete for Applications in Concrete Extrusion. Lect Notes Civ Eng 2023;349 LNCE:1293–302. https://doi.org/10.1007/978-3-031-32519-9_131. Holland R, Du J, Obeidah A, Meng W, Nassif H. Early-age crack-free ultra-high-performance concrete under restrained ring test for large-scale production as an overlay. Constr Build Mater 2023;409:133949. https://doi.org/10.1016/J.CONBUILDMAT.2023.133949. Suraneni P, Burris L. Editorial: Special Issue on Reactivity Tests for Cement-Based Materials—From Lab Testing to Standards and Specifications. Adv Civ Eng Mater 2022;11:483–4. https://doi.org/10.1520/ACEM20229999. Olafusi O, Sadiku E, Snyman J, Ndambuki J, Kupolati W. Application of nanotechnology in concrete and supplementary cementitious materials: a review for sustainable construction. SN Appl Sci 2019;1:1–8. https://doi.org/10.1007/s42452-019-0600-7. Aggarwal P, Singh RP, Aggarwal Y. Use of nano-silica in cement based materials—A review. Cogent Eng 2015;2. https://doi.org/10.1080/23311916.2015.1078018. |
dc.rights.accessrights.none.fl_str_mv |
info:eu-repo/semantics/embargoedAccess |
dc.rights.coar.none.fl_str_mv |
http://purl.org/coar/access_right/c_f1cf |
dc.rights.license.none.fl_str_mv |
Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) |
dc.rights.uri.none.fl_str_mv |
https://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
embargoedAccess |
rights_invalid_str_mv |
http://purl.org/coar/access_right/c_f1cf Atribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0) https://creativecommons.org/licenses/by-nc-nd/4.0/ |
dc.format.extent.none.fl_str_mv |
19 p |
dc.format.mimetype.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidad de Santander |
dc.publisher.branch.none.fl_str_mv |
Bucaramanga |
dc.publisher.faculty.none.fl_str_mv |
Facultad de Ingenierías y Tecnologías |
dc.publisher.place.none.fl_str_mv |
Bucaramanga, Colombia |
dc.publisher.program.none.fl_str_mv |
Ingeniería Civil |
publisher.none.fl_str_mv |
Universidad de Santander |
institution |
Universidad de Santander |
bitstream.url.fl_str_mv |
https://repositorio.udes.edu.co/bitstreams/66ffab51-5616-4582-a9a2-46e790623c89/download https://repositorio.udes.edu.co/bitstreams/3d90e6b1-37ca-4842-8b12-d3ac86500c67/download https://repositorio.udes.edu.co/bitstreams/414a126e-4d26-4bc0-aa6a-3cbe2269fb3e/download https://repositorio.udes.edu.co/bitstreams/26ea5564-96d8-4065-bb90-216ed1b466a4/download https://repositorio.udes.edu.co/bitstreams/844f3ae9-1768-4355-b6dd-ae11a192dc4b/download https://repositorio.udes.edu.co/bitstreams/a2c8b7cb-0af2-4dc7-84fc-f287f6be027b/download https://repositorio.udes.edu.co/bitstreams/de47473b-b850-4d85-a1f9-fca61492ecb6/download https://repositorio.udes.edu.co/bitstreams/061f9f00-88eb-4aa5-a650-b7169d332e8e/download https://repositorio.udes.edu.co/bitstreams/82349cbd-47e4-42e2-a2df-78b2295684c5/download https://repositorio.udes.edu.co/bitstreams/84b186f2-3338-4ee6-a1a1-cc5b00b1d4d6/download https://repositorio.udes.edu.co/bitstreams/035c0391-6bf7-45f5-871f-e46f114c3602/download https://repositorio.udes.edu.co/bitstreams/62cfa06b-3b65-4736-8f45-cf7723eaaf24/download https://repositorio.udes.edu.co/bitstreams/6e385a36-af4c-40a8-a4fa-012ce560d447/download https://repositorio.udes.edu.co/bitstreams/7c104041-5ed0-41b8-a6df-d4da8e97a57c/download https://repositorio.udes.edu.co/bitstreams/e7738cc1-d21c-4821-921b-e2c4f68336b6/download https://repositorio.udes.edu.co/bitstreams/9d6fa8be-d8e8-4154-851f-a8451080e9e5/download https://repositorio.udes.edu.co/bitstreams/b60439df-879d-42cf-ad88-494b671de98e/download https://repositorio.udes.edu.co/bitstreams/8c9f5324-fe52-4b62-ac20-5441d615dc8a/download |
bitstream.checksum.fl_str_mv |
e16a4495d960664a39de658f0d669792 1a2a035705bdf6606ba8d90b6e60b3e3 deaa8cf7e442d344c1ce374b1d419a6e 72889554390795436bd31995560ae260 a81d14e84552ac7e76e99f66c6d3af2b c41a99ba72786655cddbbc9e48cbf7ae 73a5432e0b76442b22b026844140d683 5cc61112717dfb87d1b429b1b4ed8d3f 8e9ddeee6b317da9cd73f080c38e1596 0b8a4608426a4d819df8d4aa9e098c62 67b6e6dbc5ee27185ad9641a82ed3740 3a34f69eb838d0aac4f2bbe84b88ec31 d73256f6cfb1fdc1c4836c340b82774c afcc4985353e3e9ccd5c679fc6a54af0 e201303febfec53aa2156b466f46f278 9b6cfb8b5feff6f5e2a6e3d24d2465f9 a9ab57629fabe9981a97f1da1bb4a8a0 1355585e18420cf21028421a8d2f78cb |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositorio Universidad de Santander |
repository.mail.fl_str_mv |
soporte@metabiblioteca.com |
_version_ |
1808490897784963072 |
spelling |
Joya-Cárdenas, Diego Rafael586ca86b-3726-467d-bc28-476a76671927-1Osorio-Caro, Julio Adriano39eb5c8d-f81c-4a2e-b083-a49d4326baec-1Caicedo-García, Maya Sian9084967c-8681-465a-ae12-0d3d1900caba-1García-Muñoz, Fernando4d5ad0a4-8a4a-4f1e-8047-6b82518809c1-1GAIA2024-06-22T15:56:01Z2029-06-062024-06-22T15:56:01Z2024-06-06DigitalThe addition of pozzolanic materials to hydraulic concrete used in the manufacture of pavers and tactile tiles is an important strategy to enhance durability and performance. This systematic review critically analyzes the scientific literature to evaluate the impact of incorporating pozzolanic additions on key properties of hydraulic concrete for these applications. Comprehensive searches were conducted in major databases to identify relevant studies published in the last five years. The findings reveal that pozzolanic materials like zeolite, metakaolin, ground granulated blast furnace slag, and recycled glass powder significantly improve the compressive strength of hydraulic concrete through pozzolanic reactions that refine pores and increase density. The inclusion of materials such as blast furnace slag, fly ash, silica fume, natural fibers, and nanosilica was found to enhance abrasion and impact wear resistance. Reduced porosity and permeability were observed with the addition of ground granulated blast furnace slag, silica fume, natural pozzolans, and organo-mineral additives, contributing to improved durability. Furthermore, the review indicates that pozzolanic materials like fly ash, silica fume, metakaolin, and ground granulated blast furnace slag increase resistance against weathering, chemical degradation, chloride penetration, and carbonation in hydraulic concrete. Current research trends highlight additive manufacturing, sustainable materials, reactivity evaluation, nanomaterials engineering, and waste valorization as emerging areas. This systematic review synthesizes evidence on the beneficial effects of incorporating pozzolanic materials to enhance the durability and performance of hydraulic concrete for manufacturing pavers and tactile tiles. Careful material selection and dosage optimization are crucial for specific applications. Future research should focus on long-term behavior, new formulations, and real-world exposure conditions.PregradoIngeniero(a) CivilTecnologías multiespaciales, construcción sostenible, materiales y sismoresistencia19 papplication/pdfUniversidad de SantanderT 20.24 c176PRepositorio Digital Institucional Universidad de Santanderhttps://repositorio.udes.edu.cohttps://repositorio.udes.edu.co/handle/001/10581engUniversidad de SantanderBucaramangaFacultad de Ingenierías y TecnologíasBucaramanga, ColombiaIngeniería CivilYoon M, Kim G, Choe GC, Lee Y, Lee T. Effect of coarse aggregate type and loading level on the high temperature properties of concrete. Constr Build Mater 2015;78:26–33. https://doi.org/10.1016/j.conbuildmat.2014.12.096.Choi H, Choi H, Lim M, Inoue M, Kitagaki R, Noguchi T. Evaluation on the Mechanical Performance of Low-Quality Recycled Aggregate Through Interface Enhancement Between Cement Matrix and Coarse Aggregate by Surface Modification Technology. Int J Concr Struct Mater 2016;10:87–97. https://doi.org/10.1007/s40069-015-0124-5.Pavlů T, Fořtová K, Mariaková D, Řepka J, Vlach T, Hájek P. High-performance concrete with fine recycled concrete aggregate: Experimental assessment. Struct Concr 2023;24:1868–78. https://doi.org/10.1002/SUCO.202200734.Huang Y, Ding Y, Xie T, Fei D. Effect of coarse-aggregate shape on strength of hydraulic concrete. Struct Concr 2021;22:E710–9. https://doi.org/10.1002/SUCO.201900346.Cañola H, Barreto G, Granda-Ramírez F, Urrego A. Influencia del porcentaje de sustitución de emulsión asfáltica en frio en las propiedades físicas de cilindros de mortero y cilindros de tierra comprimida (CTC) 2021:2–14. https://doi.org/10.4322/conpat2021.409.Abdullahi H, Zeng X, Lan X, Zhu H, Li Y, Zhao H, et al. A review on cement asphalt emulsion mortar composites, structural development, and performances. Materials (Basel) 2021;14:1–20. https://doi.org/10.3390/ma14123422.Xu N, Huang K, Li W, Han X, Han L, Li C. Partially Replacing the Emulsified Asphalt in Cement Emulsified Asphalt Mortars with Epoxy Emulsion: Mechanical Properties and Durability Study. Adv Mater Sci Eng 2021;2021. https://doi.org/10.1155/2021/1614133.Ahmad J, Majdi A, Al-Fakih A, Deifalla AF, Althoey F, El Ouni MH, et al. Mechanical and Durability Performance of Coconut Fiber Reinforced Concrete: A State of the Art Review. Materials (Basel) 2022;15. https://doi.org/10.3390/ma15103601.Khongova I, Chromkova I, Prachar V. Properties of cement mortars containing recycled concrete aggregate and waste mineral fibers. J Phys Conf Ser 2022;2341. https://doi.org/10.1088/1742-6596/2341/1/012011.Cruz D, Fajardo G, Flores I, Cruz A, Valdez P. Tratamiento superficial con nanopartículas base silicio inducido durante el curado: Efecto en la durabilidad de materiales base cemento portland. Rev ALCONPAT 2017;7:274–85. https://doi.org/10.21041/ra.v7i3.239.García JA, Varón FAP. Neural network-based model to predict compressive strength of concrete incorporating supplementary cementitious materials and recycled aggregates. Rev Mater 2022;27. https://doi.org/10.1590/s1517-707620220002.1318.Torre A, Espinoza P, Matias J. Uso de las redes neuronales artificiales en el estudio del coeficiente de permeabilidad de concretos adicionados con microsílice, metacaolín y puzolana. Inf Tecnológica 2022;33:81–92. https://doi.org/10.4067/s0718-07642022000500081.Mendoza-Rangel, Flores-Jarquín, Santos D los, Garcés Terradillos P. Durabilidad de morteros de reparación sustentables expuestos a ambiente industrial. Rev ALCONPAT 2016;6:41–51. https://doi.org/10.21041/ra.v6i1.114.Castillo G, Peralta J, Chavarry J, Muñoz S. Uso de residuos agroindustriales en las propiedades mecánicas del concreto: Una revisión literaria 2021.Camargo A, Contreras JH. Influencia del proceso de fermentación del café (Coffea arábica) en la durabilidad del concreto en laboratorio, Satipo – 2018. Prospect Univ 2022;17:31–40. https://doi.org/10.26490/uncp.prospectivauniversitaria.2020.17.1395.Vargas A, Vásquez W, Valencia W, Mejía R. Caracterización de un concreto geopolimérico fibrorreforzado para su aplicación en elementos constructivos. Rev UIS Ing 2022;21:39–51. https://doi.org/10.18273/revuin.v21n4-2022004.Cosio P, Pelaez M, Cadefau J, Farran A. Systematic Review and Meta-Analysis of Circulating Irisin Levels Following Endurance Training: Results of Continuous and Interval Training. Biol Res Nurs 2023;25:367–81. https://doi.org/10.1177/10998004221142580.Yepes J, Urrútia G, Romero-García M, Alonso-Fernández S. The PRISMA 2020 statement: an updated guideline for reporting systematic reviews. Rev Esp Cardiol 2021;74:790–9. https://doi.org/10.1016/j.recesp.2021.06.016.Pitarch A, Reig L, Tomás A, López F. Effect of Tiles, Bricks and Ceramic Sanitary-Ware Recycled Aggregates on Structural Concrete Properties. Waste and Biomass Valorization 2019;10:1779–93. https://doi.org/10.1007/s12649-017-0154-0.Mas M, Monzó J, Payá J, Reig L, Borrachero M. Ceramic tiles waste as replacement material in Portland cement. Adv Cem Res 2016;28:221–32. https://doi.org/10.1680/jadcr.15.00021.Grist E, Paine K, Heath A, Norman J, Pinder H. The environmental credentials of hydraulic lime-pozzolan concretes. J Clean Prod 2015;93:26–37. https://doi.org/10.1016/j.jclepro.2015.01.047.Makul N, Fediuk R, Amran M, Zeyad A, Garcez A, Klyuev S, et al. Capacity to develop recycled aggregate concrete in south east asia. Buildings 2021;11:1–19. https://doi.org/10.3390/buildings11060234.Makul N, Fediuk R, Amran M, Zeyad A, Klyuev S, Chulkova I, et al. Design strategy for recycled aggregate concrete: A review of status and future perspectives. Crystals 2021;11. https://doi.org/10.3390/cryst11060695.Mohammed A, Tenza A, Mahi A. Assessment of the Durability Against a Chemical Attack of Fiber-Reinforced Lightweight Pouzzolanic Concrete under the Effect of Temperature. Ann Chim Sci Des Mater 2023;47:25–33. https://doi.org/10.18280/acsm.470104.Salvi D, Gupta T, Sharma R. A Review on Hardened Properties of Eco-Friendly Concrete Containing Ceramic Waste Powder. J Sci Res Reports 2021;27:87–103. https://doi.org/10.9734/jsrr/2021/v27i530392.Park J, Bui Q, Jung S, Yang H. Selected Strength Properties of Coal Bottom Ash ( CBA ) Drying Conditions 2021.Yang J, Feng T, Linhui W, Liang F, Yangguoyuan O. Experimental Study on Construction Waste Making New Road Brick with Recycled Aggregate Concrete. Sci Discov 2017;5:598. https://doi.org/10.11648/j.sd.20170507.31.Raggiotti B, Positieri M, Locati F, Murra J, Marfil S. Zeolite, study of aptitude as a natural pozzolan applied to structural concrete. Rev La Constr 2015;14:14–20. https://doi.org/10.4067/s0718-915x2015000200002.Kumar R, Sharma U. Abrasion resistance of concrete containing marginal aggregates. Constr Build Mater 2014;66:712–22. https://doi.org/10.1016/j.conbuildmat.2014.05.084.Saand A, Keerio M, Bangwar D khan. Effect Of Metakaolin Developed From Local Natural Material Soorh On Workability, Compressive Strength, Ultrasonic Pulse Velocity And Drying Shrinkage Of Concrete. Archit Civ Eng Environ 2017;10:115–22. https://doi.org/10.21307/acee-2017-025.Rivera R, Sanjuán M, Martín D. Granulated blast-furnace slag and coal fly ash ternary portland cements optimization. Sustain 2020;12:1–15. https://doi.org/10.3390/su12145783.Jalal A, Hakim L, Shafiq N. Mechanical and post-cracking characteristics of fiber reinforced concrete containing copper-coated steel and PVA fibers in 100% cement and fly ash concrete. Appl Sci 2021;11:1–14. https://doi.org/10.3390/app11031048.Najaf E, Abbasi H. Using Recycled Concrete Powder, Waste Glass Powder, and Plastic Powder to Improve the Mechanical Properties of Compacted Concrete: Cement Elimination Approach. Adv Civ Eng 2022;2022. https://doi.org/10.1155/2022/9481466.García E, Alcala D, Más-López M, García S, Pindado S. Use of ecofriendly glass powder concrete in construction of wind farms. Appl Sci 2021;11. https://doi.org/10.3390/app11073050.Hailong W, Sun X, Wang J, Monteiro P. Permeability of concrete with recycled concrete aggregate and pozzolanic materials under stress. Materials (Basel) 2016;9:1–12. https://doi.org/10.3390/ma9040252.Torres Agredo J, Izquierdo García S, Trochez Serna J, Mejía de Gutiérrez R. Estudio comparativo de pastas de cemento adicionadas con catalizador de craqueo catalítico usado (FCC), y metacaolín (MK). Cienc e Ing Neogranadina 2012;22:7. https://doi.org/10.18359/rcin.246.Diaz J, Izquierdo S, Mejía R, Gordillo M. Mezcla ternaria de cemento portland , escoria de alto horno y piedra caliza : resistencia mecánica y durabilidad Metodología experimental. J Constr 2014;12:53–60.Wang L, Jin M, Guo F, Wang YAN, Tang S. Pore structural and fractal analysis of the influence of fly ash and silica fume on the mechanical property and abrasion resistance of concrete. Fractals 2021;29:1–18. https://doi.org/10.1142/S0218348X2140003X.Foti D, Lerna M, Sabbà M, Vacca V. Mechanical characteristics and water absorption properties of blast-furnace slag concretes with fly ashes or microsilica additions. Appl Sci 2019;9. https://doi.org/10.3390/app9071279.Benoy S. Performance Evaluation of Additives to Make Abrasion Resistant Concrete: A Review. Int J Res Appl Sci Eng Technol 2021;9:747–55. https://doi.org/10.22214/ijraset.2021.38886.Bodnárová L, Ťažký M, Ťažká L, Hela R, Pikna O, Sitek L. Abrasive wear resistance of concrete in connection with the use of crushed and mined aggregate, active and non-active mineral additives, and the use of fibers in concrete. Sustain 2020;12:1–26. https://doi.org/10.3390/su12239920.Wang K, Guo J, Zhang P, Meng Q. The Counterbalance of the Adverse Effect of Abrasion on the Properties of Concrete Incorporating Nano-SiO2 and Polypropylene Fiber Based on Pore Structure Fractal Characteristics. Fractal Fract 2022;6. https://doi.org/10.3390/fractalfract6070392.Pulido J, Loaiza S, Higuera C. Evaluación del comportamiento a compresión y propiedades físicas de morteros de cemento reforzados con fibras recicladas PET. Sci Tech 2020;25:269–79. https://doi.org/10.22517/23447214.23771.Koschanin J, Nochaiya T, Suriwong T, Laonamsai J, Julphunthong P. Enhancing durability of concrete mixtures with supplementary cementitious materials: A study on organic acid corrosion and physical abrasion in pig farm environments. Case Stud Constr Mater 2024;20:e02731. https://doi.org/10.1016/j.cscm.2023.e02731.Ahmad J, Martínez R, Szelag M, De-Prado J, Marzouki R, Alqurashi M, et al. Effects of steel fibers (Sf) and ground granulated blast furnace slag (ggbs) on recycled aggregate concrete. Materials (Basel) 2021;14. https://doi.org/10.3390/ma14247497.Olivia M, Utama PS, Supit S. Compressive strength, porosity, and sorptivity of blended Palm Oil Fuel Ash (POFA) concrete containing silica fume in peat water. IOP Conf Ser Earth Environ Sci 2023;1195. https://doi.org/10.1088/1755-1315/1195/1/012038.Caes S, Gurning AC, Li X, de Souza V, Kursten B. Corrosion of aluminium in ordinary Portland cement paste: Influence of matrix porosity and the presence of LiNO3 corrosion inhibitor. Mater Corros 2023;74:125–37. https://doi.org/10.1002/MACO.202213296.Al-Kroom H, Atyia M, Mahdy M, Elrahman M. The Effect of Finely-grinded Crushed Brick Powder on Physical and Microstructural Characteristics of Lightweight Concrete. Minerals 2022;12. https://doi.org/10.3390/min12020159.Geng H, Chen W, Li Q, Shui Z, Yuan B. Effect of pre-dispersing metakaolin in water on the properties, hydration, and metakaolin distribution in mortar. Front Mater 2019;6:1–10. https://doi.org/10.3389/fmats.2019.00099.Hermawan H, Minne P, Serna P, Gruyaert E. Understanding the impacts of healing agents on the properties of fresh and hardened self-healing concrete: A review. Processes 2021;9:1–33. https://doi.org/10.3390/pr9122206.Abo-El-Enein S, El-kady G, El-Sokkary T, Gharieb M. Physico-mechanical properties of composite cement pastes containing silica fume and fly ash. HBRC J 2015;11:7–15. https://doi.org/10.1016/j.hbrcj.2014.02.003.Kapgate S, Tomar A. Utilization of Silica Fume and Fly ash in Cement and Partial Substitution of Fine Aggregate Using Quarry Dust in Concrete. IOP Conf Ser Earth Environ Sci 2022;1084. https://doi.org/10.1088/1755-1315/1084/1/012029.Juhart J, Autischer M, Sakoparnig M, Krüger M. The realization of clinker-reduced, performance-based sustainable concrete by the micro-filler, eco-filler concept. Materials (Basel) 2021;14. https://doi.org/10.3390/ma14174958.Sanytsky M, Kropyvnytska T, Ivashchyshyn H. Sustainable modified pozzolanic supplementary cementitious materials based on natural zeolite, fly ash and silica fume. IOP Conf Ser Earth Environ Sci 2023;1254. https://doi.org/10.1088/1755-1315/1254/1/012004.Xu X, Zhao Y, Gu X, Zhu Z, Wang F, Zhang Z. Effect of Particle Size and Morphology of Siliceous Supplementary Cementitious Material on the Hydration and Autogenous Shrinkage of Blended Cement. Materials (Basel) 2023;16. https://doi.org/10.3390/ma16041638.Lollini F, Redaelli E, Bertolini L. Investigation on the effect of supplementary cementitious materials on the critical chloride threshold of steel in concrete. Mater Struct Constr 2016;49:4147–65. https://doi.org/10.1617/s11527-015-0778-0.Zapała, J, Owsiak Z. Effect of lithium nitrate on the reaction between opal aggregate and sodium and potassium hydroxides in concrete over a long period of time. Bull Polish Acad Sci Tech Sci 2017;65:773–8. https://doi.org/10.1515/bpasts-2017-0085.Menéndez E, Sanjuán MÁ, García-Roves R, Argiz C, Recino H. Sustainable and durable performance of pozzolanic additions to prevent alkali-silica reaction (ASR) promoted by aggregates with different reaction rates. Appl Sci 2020;10:1–24. https://doi.org/10.3390/app10249042.Martínez A, Montes P, Moreno E, Fernández A. Efecto de la adición de un suelo lacustre o ceniza volante en las propiedades de concretos hidráulicos. Rev ALCONPAT 2011;1:208–16. https://doi.org/10.21041/ra.v1i3.16.Aliu A, Olalusi O, Awoyera P, Kiliswa M. Evaluation of pozzolanic reactivity of maize straw ash as a binder supplement in concrete. Case Stud Constr Mater 2023;18:e01790. https://doi.org/10.1016/j.cscm.2022.e01790.Scheurer M, Dittel G, Kalthoff M, Raupach M, Matschei T, Gries T. Evaluation of Properties of Impregnated Reinforcement Textiles Cured Within Concrete for Applications in Concrete Extrusion. Lect Notes Civ Eng 2023;349 LNCE:1293–302. https://doi.org/10.1007/978-3-031-32519-9_131.Holland R, Du J, Obeidah A, Meng W, Nassif H. Early-age crack-free ultra-high-performance concrete under restrained ring test for large-scale production as an overlay. Constr Build Mater 2023;409:133949. https://doi.org/10.1016/J.CONBUILDMAT.2023.133949.Suraneni P, Burris L. Editorial: Special Issue on Reactivity Tests for Cement-Based Materials—From Lab Testing to Standards and Specifications. Adv Civ Eng Mater 2022;11:483–4. https://doi.org/10.1520/ACEM20229999.Olafusi O, Sadiku E, Snyman J, Ndambuki J, Kupolati W. Application of nanotechnology in concrete and supplementary cementitious materials: a review for sustainable construction. SN Appl Sci 2019;1:1–8. https://doi.org/10.1007/s42452-019-0600-7.Aggarwal P, Singh RP, Aggarwal Y. Use of nano-silica in cement based materials—A review. Cogent Eng 2015;2. https://doi.org/10.1080/23311916.2015.1078018.Derechos Reservados - Universidad de Santander, 2024. Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.info:eu-repo/semantics/embargoedAccesshttp://purl.org/coar/access_right/c_f1cfAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)https://creativecommons.org/licenses/by-nc-nd/4.0/pozzolanic materialshydraulic concretepaverstactile tilesdurabilityPozzolanic Materials in Hydraulic Concrete: A Systematic Review of Their Influence on Durability and Performance for Applications in Pavers and Tactile TilesTrabajo de grado - Pregradohttp://purl.org/coar/resource_type/c_7a1fhttp://purl.org/coar/version/c_71e4c1898caa6e32Textinfo:eu-repo/semantics/bachelorThesisinfo:eu-repo/semantics/submittedVersionTodas las AudienciasPublicationORIGINALA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.docxA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.docxapplication/vnd.openxmlformats-officedocument.wordprocessingml.document7692607https://repositorio.udes.edu.co/bitstreams/66ffab51-5616-4582-a9a2-46e790623c89/downloade16a4495d960664a39de658f0d669792MD51A_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdfA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdfapplication/pdf441633https://repositorio.udes.edu.co/bitstreams/3d90e6b1-37ca-4842-8b12-d3ac86500c67/download1a2a035705bdf6606ba8d90b6e60b3e3MD52Acta_de_Sustentación.pdfActa_de_Sustentación.pdfapplication/pdf365478https://repositorio.udes.edu.co/bitstreams/414a126e-4d26-4bc0-aa6a-3cbe2269fb3e/downloaddeaa8cf7e442d344c1ce374b1d419a6eMD53Cesión_de_Derechos.pdfCesión_de_Derechos.pdfapplication/pdf5199020https://repositorio.udes.edu.co/bitstreams/26ea5564-96d8-4065-bb90-216ed1b466a4/download72889554390795436bd31995560ae260MD54Label.pdfLabel.pdfapplication/pdf3220161https://repositorio.udes.edu.co/bitstreams/844f3ae9-1768-4355-b6dd-ae11a192dc4b/downloada81d14e84552ac7e76e99f66c6d3af2bMD55Certificado_Similitud_de_Texto.pdfCertificado_Similitud_de_Texto.pdfapplication/pdf457191https://repositorio.udes.edu.co/bitstreams/a2c8b7cb-0af2-4dc7-84fc-f287f6be027b/downloadc41a99ba72786655cddbbc9e48cbf7aeMD56LICENSElicense.txtlicense.txttext/plain; charset=utf-815543https://repositorio.udes.edu.co/bitstreams/de47473b-b850-4d85-a1f9-fca61492ecb6/download73a5432e0b76442b22b026844140d683MD57TEXTA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.docx.txtA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.docx.txtExtracted texttext/plain44978https://repositorio.udes.edu.co/bitstreams/061f9f00-88eb-4aa5-a650-b7169d332e8e/download5cc61112717dfb87d1b429b1b4ed8d3fMD58A_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdf.txtA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdf.txtExtracted texttext/plain48341https://repositorio.udes.edu.co/bitstreams/82349cbd-47e4-42e2-a2df-78b2295684c5/download8e9ddeee6b317da9cd73f080c38e1596MD59Acta_de_Sustentación.pdf.txtActa_de_Sustentación.pdf.txtExtracted texttext/plain1731https://repositorio.udes.edu.co/bitstreams/84b186f2-3338-4ee6-a1a1-cc5b00b1d4d6/download0b8a4608426a4d819df8d4aa9e098c62MD511Cesión_de_Derechos.pdf.txtCesión_de_Derechos.pdf.txtExtracted texttext/plain6462https://repositorio.udes.edu.co/bitstreams/035c0391-6bf7-45f5-871f-e46f114c3602/download67b6e6dbc5ee27185ad9641a82ed3740MD513Label.pdf.txtLabel.pdf.txtExtracted texttext/plain757https://repositorio.udes.edu.co/bitstreams/62cfa06b-3b65-4736-8f45-cf7723eaaf24/download3a34f69eb838d0aac4f2bbe84b88ec31MD514Certificado_Similitud_de_Texto.pdf.txtCertificado_Similitud_de_Texto.pdf.txtExtracted texttext/plain52402https://repositorio.udes.edu.co/bitstreams/6e385a36-af4c-40a8-a4fa-012ce560d447/downloadd73256f6cfb1fdc1c4836c340b82774cMD516THUMBNAILA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdf.jpgA_Systematic_Review_of_Their_Influence_on_Durability_and_Performance_for_Applications_in_Pavers_and_Tactile_Tiles.pdf.jpgGenerated Thumbnailimage/jpeg11962https://repositorio.udes.edu.co/bitstreams/7c104041-5ed0-41b8-a6df-d4da8e97a57c/downloadafcc4985353e3e9ccd5c679fc6a54af0MD510Acta_de_Sustentación.pdf.jpgActa_de_Sustentación.pdf.jpgGenerated Thumbnailimage/jpeg14170https://repositorio.udes.edu.co/bitstreams/e7738cc1-d21c-4821-921b-e2c4f68336b6/downloade201303febfec53aa2156b466f46f278MD512Label.pdf.jpgLabel.pdf.jpgGenerated Thumbnailimage/jpeg10430https://repositorio.udes.edu.co/bitstreams/9d6fa8be-d8e8-4154-851f-a8451080e9e5/download9b6cfb8b5feff6f5e2a6e3d24d2465f9MD515Certificado_Similitud_de_Texto.pdf.jpgCertificado_Similitud_de_Texto.pdf.jpgGenerated Thumbnailimage/jpeg9298https://repositorio.udes.edu.co/bitstreams/b60439df-879d-42cf-ad88-494b671de98e/downloada9ab57629fabe9981a97f1da1bb4a8a0MD517Cesión_de_Derechos.pdf.jpgCesión_de_Derechos.pdf.jpgGenerated Thumbnailimage/jpeg14360https://repositorio.udes.edu.co/bitstreams/8c9f5324-fe52-4b62-ac20-5441d615dc8a/download1355585e18420cf21028421a8d2f78cbMD518001/10581oai:repositorio.udes.edu.co:001/105812024-06-24 03:01:43.046https://creativecommons.org/licenses/by-nc-nd/4.0/Derechos Reservados - Universidad de Santander, 2024. Al consultar y hacer uso de este recurso, está aceptando las condiciones de uso establecidas por los autores.https://repositorio.udes.edu.coRepositorio Universidad de Santandersoporte@metabiblioteca.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 |