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Modeling the impact of supplementary cementitious materials on compressive strength of recycled aggregate concrete forest-random approach
Modelación del impacto de los materiales cementantes suplementarios en la resistencia a compresión de los concretos con agregados reciclados - enfoque por bosques aleatorios
DOI:
https://doi.org/10.15446/dyna.v91n231.107967Palabras clave:
Random Forest algorithm; compressive strength; supplementary cementitious materials; recycled concrete aggregate; reactivity modulus; silica modulus; alumina modulus; sustainability (en)Algoritmo de bosques aleatorios; resistencia a la compresión; materiales cementantes suplementarios; agregados de concreto reciclado; módulo de reactividad; módulo de sílice; módulo de alúmina; sostenibilidad (es)
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Recycled concrete aggregates (RCAs) and supplementary cementitious materials (SCMs) may substitute some cement and natural aggregates (NA) in concrete manufacturing. However, their effects on recycled aggregate concrete (RAC) compressive strength are difficult to model. Reactivity, silica, and alumina modulus were examined for cementitious materials' chemical complexity. Random Forest approaches were developed to predict and analyze RAC compressive strength. Even with RCAs and SCMs, the RF model accurately estimated concrete compressive strength. The Variable Importance (VI) research examined how input factors affected RAC compressive strength. VI indicated that silica fume contributes most to RAC compressive strength, followed by cementitious materials' reactivity modulus, cement content, silica modulus, fine natural aggregate content, and coarse natural aggregate dosage. The water dosage, water/binder ratio, and RCA content lower the RAC compressive strength. As a result, to highlight, the amount of SCM was not significant, but its nature was (i.e., hydraulic, silica pozzolanic, or alumina pozzolanic).
Los agregados de concreto reciclado (ACR) y los materiales cementantes suplementarios (MCS) pueden sustituir parcialmente cemento y agregados naturales (NA) en la fabricación de concreto. Sin embargo, sus efectos sobre la resistencia a la compresión del concreto con agregados reciclados (CAR) son difíciles de modelar. Se examinaron los módulos de reactividad, sílice y alúmina para determinar la complejidad química de los materiales cementosos. Se desarrollaron enfoques de Random Forest para predecir y analizar la resistencia a la compresión de los CAR. Incluso con ACR y MCS, el modelo de RF estimó con precisión la resistencia a la compresión del concreto. El análisis de importancia de variable (IV) examinó cómo los factores de entrada afectaron a la resistencia a la compresión del RAC. IV indicó que el humo de sílice contribuye más a la resistencia a la compresión del CAR, seguido del módulo de reactividad de los materiales cementantes, el contenido de cemento, el módulo de sílice, el contenido de agregados naturales finos y la dosificación de agregados naturales gruesos. La dosificación de agua, la relación agua/cemento y el contenido de ACR reducen la resistencia a la compresión de CAR. Como resultado a destacar, la cantidad de MCS no fue significativa, pero sí su naturaleza (es decir, hidráulica, sílice puzolánica o alúmina puzolánica).
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