This study investigates the rate-dependent mechanical behavior and damage evolution of rubber-modified cemented gangue backfill through multi-scale macroscopic and microscopic tests. A piecewise statistical damage constitutive model based on the Weibull distribution is established to quantitatively characterize the dynamic failure process of modified backfill. The results reveal that rubber particle incorporation eliminates the critical loading rate effect observed in conventional backfill materials and remarkably improves the ductility of backfill specimens. The compressive strength and elastic modulus exhibit clear loading-rate sensitivity and decrease gradually with increasing rubber content. Both higher loading rate and larger rubber dosage effectively restrain the growth of internal damage variables, allowing the backfill to sustain greater deformation before final failure. Microscopic analysis further indicates that rubber particles expand internal pore distribution and promote progressive crack propagation, which dominates the transition of failure mode from brittle microcracking to ductile macroscopic fracture. The proposed constitutive model accurately reproduces the rate-dependent damage behavior of rubber-modified backfill, providing a reliable theoretical reference for the safety evaluation and engineering application of modified filling materials.
Cemented paste backfill (CPB) is widely used in mining, but its high brittleness, low toughness, and limited ductility can cause it to crack and spall, or even damage the overall structure, thereby limiting its application in deep underground mine excavations. To this end, this study investigates the damage and failure...
Chengjin Gu, M. Silva, Baogui Yang et al.· Mining· 0 citations
Conventional concrete pavement materials remain limited in flexural strength, deformability, post-cracking load-carrying capacity, and impact resistance. To address these deficiencies, this study investigates the effects of polymer modification and ultrashort ultrafine steel fiber reinforcement on the static and dynami...
Zhi-Xiang Wang, Zhi-Jian Yi, Ya Li et al.· Materials· 1 citation
The durability of cementitious materials is essential for the development of sustainable construction, and the integration of self-healing mechanisms can reduce damage and maintenance costs. This paper analyzes the self-healing capacity of masonry mortars reinforced with polyvinyl alcohol (PVA) fibers and crystalline a...
Ioan Nicolae Scurtu, Călin Mircea, A. Hegyi et al.· Buildings· 0 citations
This review examines the ballistic resistance of fiber-reinforced cement composites (FRCs) and related cementitious systems for protective structures, with emphasis on projectile–target interaction, penetration and scabbing mechanisms, and the governing roles of material and structural parameters. The synthesis indicat...
P. Sukontasukkul, Buchit Maho, Chayanon Hansapinyo et al.· Fibers· 0 citations
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