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 mechanisms of cemented gangue–rubber paste backfill (CGRPB) and analyses its energy evolution characteristics. The aims are to: (i) assess the CGRPB mechanical properties, i.e., toughness, ductility, and brittleness due to incorporating rubber; (ii) analyze the fracture propagation process of CGRPB from an energy evolution perspective. Therefore, monotonic and cyclic compression tests were conducted on CGRPB samples containing 0%, 5%, and 10% recycled rubber powder. This study focuses on analyzing compressive strength, failure modes, stress–strain responses, energy evolution and the damage evolution process. Key findings include: (1)the effect of rubber incorporation on strength is dosage- and curing-age-dependent; a moderate rubber content (5%) improves early-age strength, whereas excessive rubber addition reduces strength due to increased porosity and weakened load-bearing capacity; (2) samples with rubber significantly reduce the length, number, and width of cracks, achieving better structural integrity; (3) introducing rubber improves the pre-peak deformation capacity of the samples; (4) the strain growth magnitude is positively correlated with the rubber content, enhancing their toughness and ductility; (5) adding rubber effectively reduces the damage propagation rate within the sample; (6) under loading, rubber elastic deformation in samples dissipates energy, which describes the approximately linear energy storage and dissipation trend; (7) among the investigated rubber contents, 5% rubber incorporation achieved a favorable balance between mechanical strength, toughness, and ductility.
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 d...
Ordinary Portland cement (OPC) production is energy- and carbon-intensive, which has motivated the development of more sustainable alternatives such as alkali-activated materials, including granulated blast furnace slag (GBFS) geopolymer mortar. Geopolymer mortar, however, is brittle, has low tensile strength and poor...
Fatigue cracking is a load-related distress limiting flexible pavement service life. This review evaluates 121 studies on the fatigue resistance of crumb rubber-modified asphalt (CRMA) across binder, mixture, modeling, and field scales. CRMA improves fatigue resistance through rubber–asphalt interaction and the elastic...
Anil Rai, Sushmit Sharma Bhattarai, Hyunhwan Kim et al.· Polymers· 0 citations
The development of self-compacting concrete (SCC) has revolutionized modern infrastructure by facilitating the construction of high-strength and intricate structures such as rigid pavements, bridges, tunnels, and skyscrapers since it has superior flowability and capacity for self-consolidation without external vibratio...
A. Umar, Ashiru Mohammed, Jele Nkosinathi et al.· Gradjevinski materijali i ko...· 0 citations
Fracture evolution of rock–backfill composites (RBCs) under complex loading–unloading and dynamic disturbances is critical for stope stability in deep backfill mining. Using PFC3D, this study constructs numerical models of RBCs to investigate this process, considering burial depths (500, 1000, 1500, 2000 m), interface...
Hong-Jian Lu, Zhao-Yang Ren, Fan Jiang· Minerals· 0 citations
Waste-based cemented paste backfill (WCPB) sustains long-term high dynamic loads in goafs, making modes I and II fracture toughness (
K
IC
and
K
IIC
) essential indicators for stability assessment. To optimize the transportation performance, superplasticizers are added to enhance slurry fluidity in engineering...
Gang Duan, Qing Zhang, Yang He et al.· Frontiers in Materials· 0 citations
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