Mostrar el registro sencillo del ítem
dc.contributor.author | Salas-Montoya, Andrés | es_ES |
dc.contributor.author | Mira-Rada, Beatriz E. | es_ES |
dc.date.accessioned | 2023-05-16T07:27:19Z | |
dc.date.available | 2023-05-16T07:27:19Z | |
dc.date.issued | 2023-05-11 | |
dc.identifier.uri | http://hdl.handle.net/10251/193411 | |
dc.description.abstract | [EN] This paper reports the results of a study conducted to determine the influence of coarse aggregate type on the workability, compressive strength, and flexural strength of normal and high strength concretes with target 28-day compressive strengths of 30 and 60 MPa and two water/cement ratios of 0.44 and 0.27. The concretes were prepared using four types of natural coarse aggregates, namely diabase, calcareous, river gravel, and basalt, with maximum particle sizes of 12.7 and 19.1 millimeters. Silica fume was added to the high-strength concretes at a replacement ratio to Portland cement of 10% by mass. The results showed that among all aggregates, basaltic aggregate with a maximum particle size of 12.7 millimeters produced concrete with the highest compressive and flexural strength, followed by limestone and river aggregate, indicating that particle size, surface texture, structure and mineralogical composition play a dominant role in the behavior of concretes, especially high strength concretes. Normal strength concretes showed similar compressive strengths, while the concrete containing limestone gave slightly higher strength. These results show that for a given water/cementitious material ratio, the influence of the type of coarse aggregate on the compressive strength of the concrete is more important for high strength concrete than for normal strength concrete. | es_ES |
dc.language | Inglés | es_ES |
dc.publisher | Universitat Politècnica de València | es_ES |
dc.relation.ispartof | VITRUVIO - International Journal of Architectural Technology and Sustainability | es_ES |
dc.rights | Reconocimiento - No comercial (by-nc) | es_ES |
dc.subject | Coarse aggregate types | es_ES |
dc.subject | Compressive and tensile strengths | es_ES |
dc.subject | Silica fume | es_ES |
dc.subject | High strength concrete | es_ES |
dc.title | Evaluation of key aggregate parameters on the properties of ordinary and high strength concretes | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.4995/vitruvio-ijats.2023.19596 | |
dc.rights.accessRights | Abierto | es_ES |
dc.description.bibliographicCitation | Salas-Montoya, A.; Mira-Rada, BE. (2023). Evaluation of key aggregate parameters on the properties of ordinary and high strength concretes. VITRUVIO - International Journal of Architectural Technology and Sustainability. 8:76-85. https://doi.org/10.4995/vitruvio-ijats.2023.19596 | es_ES |
dc.description.accrualMethod | OJS | es_ES |
dc.relation.publisherversion | https://doi.org/10.4995/vitruvio-ijats.2023.19596 | es_ES |
dc.description.upvformatpinicio | 76 | es_ES |
dc.description.upvformatpfin | 85 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 8 | es_ES |
dc.identifier.eissn | 2444-9091 | |
dc.relation.pasarela | OJS\19596 | es_ES |
dc.description.references | Aonyas Serag and Nasear Hajer. 2022. 'The Effect of Using Silica Fume In High Strength Concrete On Workability And Compressive Strength: Review', Journal of Applied Science, (9), pp. 47-54. | es_ES |
dc.description.references | ASTM International 2018 'ASTM C33/C33M, Standard Specification for Concrete Aggregates'. West Conshohocken: ASTM International. | es_ES |
dc.description.references | ASTM International. 2019a. 'ASTM C192. "Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory,"'. West Conshohocken: ASTM International. Available at: https://www.astm.org/c0192_c0192m-14.html (Accessed: 14 March 2021). | es_ES |
dc.description.references | ASTM International. 2019b. 'ASTM C494 / C494M, Standard Specification for Chemical Admixtures for Concrete'. West Conshohocken: ASTM International. | es_ES |
dc.description.references | ASTM International. 2020a. 'ASTM C150 / C150M, Standard Specification for Portland Cement'. West Conshohocken: ASTM International. | es_ES |
dc.description.references | ASTM International. 2020b. 'ASTM C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures'. West Conshohocken: ASTM International. | es_ES |
dc.description.references | Beshr, H., Almusallam, A.A., and Maslehuddin, M. 2003a. 'Effect of coarse aggregate quality on the mechanical properties of high strength concrete', Construction and Building Materials, 17(2), pp. 97-103. https://doi.org/10.1016/S0950-0618(02)00097-1 | es_ES |
dc.description.references | Beshr, H., Almusallam, A.A., and Maslehuddin, M. 2003b. 'Effect of coarse aggregate quality on the mechanical properties of high strength concrete', Construction and Building Materials, 17(2), pp. 97-103. https://doi.org/10.1016/S0950-0618(02)00097-1 | es_ES |
dc.description.references | Beushausen, H., and Dittmer, T. 2015. 'The influence of aggregate type on the strength and elastic modulus of high strength concrete', Construction and Building Materials, 74, pp. 132-139. https://doi.org/10.1016/j.conbuildmat.2014.08.055 | es_ES |
dc.description.references | De Larrard, F., and Belloc, A. 1992 'Are Small Aggregates Really Better for Making High-Strength Concrete?', Cement, Concrete and Aggregates, 14(1), p. 62. https://doi.org/10.1520/CCA10576J | es_ES |
dc.description.references | Fiorato, A. 1989. 'PCA Research on High-Strength Concrete', Concrete International: Design & Construction, 11(4), pp. 44-50. | es_ES |
dc.description.references | Giaccio, G., Rocco, C., Violini, D., Zappitelli, J., and Zerbino, R. 1992 'High-Strength Concretes Incorporating Different Coarse Aggregates', Materials, 89, pp. 242-246. https://doi.org/10.14359/2568 | es_ES |
dc.description.references | González-Fonteboa, B., Seara-Paz, S., de Brito, J., González-Taboada, I., Martínez-Abella, F., and Vasco-Silva, R. 2018. 'Recycled concrete with coarse recycled aggregate. An overview and analysis', Materiales de Construcción, 68(330), p. 151. https://doi.org/10.3989/mc.2018.13317 | es_ES |
dc.description.references | Góra, J., and Piasta, W. 2020. 'Impact of mechanical resistance of aggregate on properties of concrete', Case Studies in Construction Materials, 13, p. e00438. https://doi.org/10.1016/j.cscm.2020.e00438 | es_ES |
dc.description.references | Meddah, M.S., Zitouni, S., and Belâabes, S. 2010. 'Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete', Construction and Building Materials, 24(4), pp. 505-512. https://doi.org/10.1016/j.conbuildmat.2009.10.009 | es_ES |
dc.description.references | Mehta, P., Ezeldin, A. and Aitcin, P.-C. 1991. 'Effect of Coarse Aggregate on the Behavior of Normal and High-Strength Concretes', Cement, Concrete and Aggregates, 13(2), p. 121. https://doi.org/10.1520/CCA10128J | es_ES |
dc.description.references | Mielenz Richard 1984 'History of chemical admixtures for concrete', Concrete International, 6(4), pp. 40-53. | es_ES |
dc.description.references | Mohammed, N., Sarsam, K. and Hussien, M. 2018. 'The influence of recycled concrete aggregate on the properties of concrete', MATEC Web of Conferences, 162, p. 02020. https://doi.org/10.1051/matecconf/201816202020 | es_ES |
dc.description.references | Neville, A.M. and Brooks J. J. 2010. Concrete Technology. 2nd edn. Prentice Hall. | es_ES |
dc.description.references | Özturan, T. and Çeçen, C. 1997 'Effect of coarse aggregate type on mechanical properties of concretes with different strengths', Cement and Concrete Research, 27(2), pp. 165-170. https://doi.org/10.1016/S0008-8846(97)00006-9 | es_ES |
dc.description.references | Parande, A.K. 2013 'Role of ingredients for high strength and high performance concrete - A review', Advances in concrete construction, 1(2), pp. 151-162. https://doi.org/10.12989/acc.2013.01.2.151 | es_ES |
dc.description.references | https://doi.org/10.12989/acc.2013.01.2.151 | es_ES |
dc.description.references | Singh, A., Duan, Z., Xiao, J., and Liu, Q. 2020 'Incorporating recycled aggregates in self-compacting concrete: a review', Journal of Sustainable Cement-Based Materials, 9(3), pp. 165-189. https://doi.org/10.1080/21650373.2019.1706205 | es_ES |
dc.description.references | Srikanth, G., Safiuddin, M., Haque, M.M., and Rizwan, M.. 2022 'Study on mechanical properties of concrete using different types of coarse aggregates', Materials Today: Proceedings, 65, pp. 2029-2033. https://doi.org/10.1016/j.matpr.2022.06.033 | es_ES |
dc.description.references | Tam, V.W.-Y., Gao, X.-F., and Tam, C.M. 2006 'Comparing performance of modified two-stage mixing approach for producing recycled aggregate concrete', Magazine of Concrete Research, 58(7), pp. 477-484. https://doi.org/10.1680/macr.2006.58.7.477 | es_ES |
dc.description.references | Tam, V.W.Y,. and Tam, C.M. 2007 'Assessment of durability of recycled aggregate concrete produced by two-stage mixing approach', in Journal of Materials Science, pp. 3592-3602. https://doi.org/10.1007/s10853-006-0379-y | es_ES |
dc.description.references | Tam, V.W.Y., and Tam, C.M. 2008. 'Diversifying two-stage mixing approach (TSMA) for recycled aggregate concrete: TSMAs and TSMAsc', Construction and Building Materials, 22(10), pp. 2068-2077. https://doi.org/10.1016/j.conbuildmat.2007.07.024 | es_ES |
dc.description.references | Tam, V.W.Y., Tam, C.M., and Wang, Y. 2007. 'Optimization on proportion for recycled aggregate in concrete using two-stage mixing approach', Construction and Building Materials, 21(10), pp. 1928-1939. https://doi.org/10.1016/j.conbuildmat.2006.05.040 | es_ES |
dc.description.references | Tasong, W.A., Lynsdale, C.J., and Cripps, J.C. 1999. 'Aggregate-cement paste interface', Cement and Concrete Research, 29(7), pp. 1019-1025. https://doi.org/10.1016/S0008-8846(99)00086-1 | es_ES |
dc.description.references | Ullah, R., Qiang, Y., Ahmad, J., Vatin, N.I, and El-Shorbagy, M.A. 2022. "Ultra-High-Performance Concrete (UHPC): A State-of-the-Art Review" Materials, 15, no. 12: 4131. https://doi.org/10.3390/ma15124131 | es_ES |
dc.description.references | Vinay Kumar, B.M., Ananthan, H. and Balaji, K.V.A. 2018. 'Experimental studies on utilization of recycled coarse and fine aggregates in high performance concrete mixes', Alexandria Engineering Journal, 57(3), pp. 1749-1759. https://doi.org/10.1016/j.aej.2017.05.003 | es_ES |
dc.description.references | Vince Beiser. 2019. Why-the-world-is-running-out-of-sand, https://www.bbc.com/future/article/20191108-why-the-world-is-runningout-of-sand. | es_ES |
dc.description.references | Wu, K.R., Chen, B., Yao, W., and Zhang, D. 2001a. 'Effect of coarse aggregate type on mechanical properties of high-performance concrete', Cement and Concrete Research, 31(10), pp. 1421-1425. https://doi.org/10.1016/S0008-8846(01)00588-9 | es_ES |
dc.description.references | Yehia, S., Helal, K., Abusharkh, A., Zaher, A., and Istaitiyeh, H. 2015. 'Strength and Durability Evaluation of Recycled Aggregate Concrete', International Journal of Concrete Structures and Materials, 9(2), pp. 219-239. https://doi.org/10.1007/s40069-015-0100-0 | es_ES |
dc.description.references | Zhao, H., Zhang, L., Wu, Z., Liu, A., and Imran, M. 2023. 'Aggregate effect on the mechanical and fracture behaviours of concrete', International Journal of Mechanical Sciences, 243, p. 108067. https://doi.org/10.1016/j.ijmecsci.2022.108067 | es_ES |