Evaluación de la resistencia a la tracción indirecta de una mezcla MDC-25 elaborada con agregados de concreto reciclado de alta y baja resistencia, provenientes de probetas de ensayo

Vera Arango, Sara Angelica

Evaluación de la resistencia a la tracción indirecta de una mezcla MDC-25 elaborada con agregados de concreto reciclado de alta y baja resistencia, provenientes de probetas de ensayo

dc.contributor.advisor	Medina González, Magda Liliana
dc.contributor.author	Vera Arango, Sara Angelica
dc.contributor.orcid	Medina González, Magda Liliana [0009-0006-2237-8962]
dc.date.accessioned	2025-10-15T22:46:15Z
dc.date.available	2025-10-15T22:46:15Z
dc.date.created	2025-10-03
dc.description	La presente investigación es de carácter experimental y se centró en la evaluación del desempeño de mezclas asfálticas MDC-25 elaboradas con agregado de concreto reciclado (RCA), en términos de su susceptibilidad al agua. Se diseñaron y evaluaron dos mezclas: la Mezcla-1, fabricada con -RCA-1 (proveniente de probetas de ensayo de concretos no falladas, con resistencias superiores a 55 MPa), y la Mezcla-2, elaborada con -RCA-2 (proveniente de probetas de ensayo de concretos no falladas, con resistencias de 21 MPa). La fracción gruesa del agregado fue la variable diferenciadora, mientras que la fracción fina y el ligante asfáltico 60/70 se mantuvieron constantes. El proceso comprendió la obtención y trituración de las probetas de concreto, la caracterización de los dos tipos de -RCA-, el diseño por el método Marshall de mezclas MDC-25 con reemplazo del 100 % de la fracción gruesa y la aplicación del ensayo de resistencia a la tracción indirecta (ITS) en condiciones secas y húmedas, siguiendo la norma INV E-725, para calcular el índice de relación de resistencia retenida (TSR). Los resultados mostraron que la Mezcla-1 alcanzó un TSR de 78,7 %, mientras que la Mezcla-2 obtuvo un 57,1 %, evidenciando menor susceptibilidad al agua en el caso del agregado proveniente de concretos con f’c ≥ 55 MPa. Sin embargo, ambos valores se ubicaron por debajo del 80 % exigido por la norma INVIAS 2022, lo que resalta la necesidad de implementar tratamientos previos al RCA o ajustar el porcentaje de reemplazo en el diseño para mejorar el desempeño de las mezclas fabricadas con este tipo de material.
dc.description.abstract	This experimental research focused on evaluating the performance of hot mix asphalt MDC-25 produced with recycled concrete aggregate (RCA), particularly in terms of moisture susceptibility. Two mixtures were designed and tested: Mixture-1, made with -RCA-1 (sourced from unfailed concrete specimens with compressive strengths greater than 55 MPa), and Mixture-2, made with -RCA-2 (sourced from unfailed concrete specimens with a compressive strength of 21 MPa). The coarse aggregate fraction was the only variable, while the fine fraction and the 60/70 asphalt binder were kept constant. The process included the recovery and crushing of concrete specimens, the characterization of both RCA types, the Marshall design of MDC-25 mixtures with 100% replacement of the coarse fraction, and the performance evaluation through the Indirect Tensile Strength test (ITS) under dry and wet conditions, following the INV E-725 standard, in order to calculate the Tensile Strength Ratio (TSR). The results showed that Mixture-1 achieved a TSR of 78.7%, while Mixture-2 reached 57.1%, indicating lower moisture susceptibility when using RCA from f’c ≥ 55 MPa concrete. However, both values fell below the 80% threshold established by INVIAS 2022, highlighting the need for pre-treatment of RCA or adjustments in the replacement percentage to improve the performance of asphalt mixtures incorporating this type of aggregate.
dc.format.mimetype	pdf
dc.identifier.uri	http://hdl.handle.net/11349/99465
dc.language.iso	spa
dc.publisher	Universidad Distrital Francisco José de Caldas
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dc.rights.acceso	Abierto (Texto Completo)
dc.rights.accessrights	OpenAccess
dc.subject	Agregado de concreto reciclado
dc.subject	Método Marshall
dc.subject	Resistencia a la tracción indirecta
dc.subject	Índice de relación de resistencia retenida
dc.subject.keyword	Recycled concrete aggregate
dc.subject.keyword	Marshall method
dc.subject.keyword	Indirect tensile strength
dc.subject.keyword	Tensile strength ratio
dc.subject.lemb	Ingeniería Civil -- Tesis y disertaciones académicas
dc.subject.lemb	Hormigón
dc.subject.lemb	Agregados (Materiales de construcción)
dc.subject.lemb	Conversión de residuos asfálticos
dc.title	Evaluación de la resistencia a la tracción indirecta de una mezcla MDC-25 elaborada con agregados de concreto reciclado de alta y baja resistencia, provenientes de probetas de ensayo
dc.title.alternative	Mezclas asfálticas MDC-25 con RCA
dc.title.titleenglish	Evaluation of the indirect tensile strength of an MDC-25 mixture made with high and low strength recycled concrete aggregates from test specimens
dc.type	bachelorThesis
dc.type.coar	http://purl.org/coar/resource_type/c_7a1f
dc.type.degree	Monografía
dc.type.driver	info:eu-repo/semantics/bachelorThesis

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