Resilience modulus of brick Waste-Soil mixtures under large-scale cyclic tests
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This study evaluates the effect of brick-based construction and demolition waste (CDW) on the resilient modulus (RM) of soil mixtures subjected to low-frequency dynamic loading. Full-scale cyclic plate load tests were conducted on mixtures containing 0–70 % CDW by volume, simulating subgrade conditions for low-volume roads. The results revealed that mixtures with 20–40 % CDW exhibited significant improvements in RM, particularly under moderate loading conditions. The findings support the potential reuse of CDW as a sustainable material in pavement subgrades, with implications for material selection in rural infrastructure projects. © 2025 The Authors
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Construction and demolition waste (CDW), Large-scale laboratory testing, Low-frequency loading, Resilient modulus (RM), Sustainable pavement design, Cyclic loads, Demolition, Load testing, Loading, Pavements, Soil testing, Construction and demolition waste, Laboratory testing, Large-scale laboratory testing, Large-scales, Low-frequency loading, Lower frequencies, Pavement design, Resilient modulus, Sustainable pavement design, Sustainable pavements, Brick