Effect mechanism of particle size and interface geometry characteristics on shear mechanical behavior of sand-concrete interface

Z. Meng; Y. Li; H. Li; J. Xu; S. Shen

doi:10.3989/mc.2025.387824

Autores/as

Z. Meng School of Civil Engineering and Architecture, NingboTech University https://orcid.org/0009-0004-2138-1743
Y. Li School of Civil Engineering, Anhui Jianzhu University https://orcid.org/0009-0005-6392-8265
H. Li School of Civil Engineering and Architecture, NingboTech University https://orcid.org/0000-0002-1754-1757
J. Xu School of Civil Engineering, Anhui Jianzhu University https://orcid.org/0009-0004-1652-6370
S. Shen China MCC22 Group Corporation Ltd. https://orcid.org/0009-0003-9393-2033

DOI:

https://doi.org/10.3989/mc.2025.387824

Palabras clave:

Superficie de contacto arena-hormigón, Rugosidad, Programa de Flujo de Partículas PFC, Textura de ranura semicircular, Gama granulométrica de la arena

Resumen

Para estudiar el efecto del tamaño de grano de arena y el espaciado de ranuras en el corte de la interfase arena-hormigón, se realizaron ensayos usando el método de irrigación de arena. Se usaron arenas de diversos tamaños y losas de hormigón con diferentes texturas superficiales. Se analizaron cambios en el esfuerzo cortante y el ángulo de fricción. También, se empleó un modelo de flujo de partículas para examinar cómo las características de rotación de las partículas de arena influyen en el ancho de la banda de corte. Los resultados mostraron que: (1) La resistencia al corte de la interfaz está estrechamente relacionada con la distribución del tamaño de las partículas y el espaciado de las ranuras; (2) El grosor de la banda de corte se correlaciona positivamente con el tamaño de las partículas, mientras que su relación con el espaciado de las ranuras es menos notable.

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Citas

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