Influence of aggregate particle size on fracture behavior and energy evolution of cemented rockfill in the post-peak stage

Zhu Li , Weibing Zhu , Qingdong Qu , Jialin Xu , Guorui Feng , Chunlei Guo , Jingmin Xu

Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (3) : 667 -685.

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Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (3) :667 -685. DOI: 10.1016/j.ijmst.2026.01.003
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Influence of aggregate particle size on fracture behavior and energy evolution of cemented rockfill in the post-peak stage
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Abstract

Cemented rockfill (CRF) combines structural support with sustainable reuse of coal-derived solid waste. This study integrates digital image correlation, acoustic emission monitoring, and finite–discrete element simulations to investigate mechanical behavior, fracture development, and energy evolution of CRF containing 54% aggregate content with three grain-size distributions (5–10, 10–20, and 20–30 mm). Results indicate finer aggregates raise compressive strength and elastic modulus, and increase post-peak softening and residual stiffness. Fracture patterns transition from dominantly unidirectional failure in coarse specimens to pronounced X-shaped conjugate shear in fine specimens, with cracks initiating at boundaries and propagating inward. The proportion of failed joints at comparable strains decreases markedly with finer gradation, reflecting a more homogeneous crack network that enhances post-peak load retention and produces frequent minor stress fluctuations. Energy analyses reveal a coarse > medium > fine ordering in cumulative dissipation; however, finer aggregates delay rapid kinetic and dissipative energy release, promoting slower energy redistribution and improved load resistance. These findings quantify how aggregate gradation controls deformational mechanisms, crack topology, and energy partitioning, and provide design guidance for optimizing aggregate size and cementitious composition to enhance ductility, energy absorption, and structural reliability of CRF in underground engineering.

Keywords

Cemented rockfill (CRF) / Aggregate particle size / Post-peak bearing characteristics / Crack propagation / Energy evolution

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Zhu Li, Weibing Zhu, Qingdong Qu, Jialin Xu, Guorui Feng, Chunlei Guo, Jingmin Xu. Influence of aggregate particle size on fracture behavior and energy evolution of cemented rockfill in the post-peak stage. Int J Min Sci Technol, 2026, 36 (3) : 667-685 DOI:10.1016/j.ijmst.2026.01.003

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CRediT authorship contribution statement

Zhu Li: Writing – original draft, Investigation, Formal analysis, Data curation. Weibing Zhu: Writing – original draft, Validation, Supervision, Project administration. Qingdong Qu: Writing – review & editing, Supervision. Jialin Xu: Writing – review & editing, Project administration. Guorui Feng: Writing – review & editing, Funding acquisition. Chunlei Guo: Investigation, Data curation. Jingmin Xu: Writing – review & editing, Supervision, Funding acquisition, Formal analysis.

Declaration of competing interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

This research has received funding from the National Natural Science Foundation of China (Nos. 52478389 and 52525401).

References

[1]

Li JY, Wang JM . Comprehensive utilization and environmental risks of coal gangue: A review. J Clean Prod 2019; 239:117946.

[2]

Yu Z, Peng H, Zhu Y, Li J, Zhao Q, You M, et al. Technical feasibility study of unfired brick with coal gangue at the Wulanmulun site, Inner Mongolia, China. Material Science and Environmental Engineering. Boca Raton: CRC Press, 2015:263—6.

[3]

National Bureau of Statistics, 2014. China Statistical Yearbook 2014. China Statistics Press.

[4]

Peng BH, Guo DN, Qiao H, Yang Q, Zhang B, Hayat T, et al. Bibliometric and visualized analysis of China’s coal research 2000—2015. J Clean Prod 2018; 197:1177-89.

[5]

Wang HY, Tan B, Zhang XD . Research on the technology of detection and risk assessment of fire areas in gangue hills. Environ Sci Pollut Res 2020; 27(31):38776—87.

[6]

Xu JM, Zhu WB, Xu JL, Wu JY, Li YC . High—intensity longwall mining—induced ground subsidence in Shendong coalfield, China. Int J Rock Mech Min Sci 2021; 141:104730.

[7]

Kumar A, Das SK, Nainegali L, Reddy KR . Phytostabilization of coalmine overburden waste rock dump slopes: Current status, challenges, and perspectives. Bull Eng Geol Environ 2023; 82(4):130.

[8]

Miao KJ, Tu SH, Wang YY, Li JH, Zhao HB, Guo BH . Utilization of broken rock in shallow gobs for mitigating mining—induced water inrush disaster risks and environmental damage: experimental study and permeability model. Sci Total Environ 2023; 903:166812.

[9]

Mason TJ, Krogh M, Popovic GC, Glamore W, Keith DA . Persistent effects of underground longwall coal mining on freshwater wetland hydrology. Sci Total Environ 2021; 772:144772.

[10]

Liu JS, Zhou N, Zhou H, Zheng ZY, Zhang XF, Lv ZQ, et al. A novel damage model on the acoustic emission characteristics of weakly cemented soft rock under alkaline water—enriched environment. Rock Mech Bull 2026; 5(1):100221.

[11]

Yao JL, Qiao DP, Yang TY, Wang J, Cheng HY . Intelligent cemented paste backfill—strength design framework: Interpretable machine learning and mix—proportion optimization. Green Smart Min Eng 2025; 2(3):233-45.

[12]

Chilikwazi B, Onyari JM, Wanjohi JM . Determination of heavy metals concentrations in coal and coal gangue obtained from a mine. Zambia Int J Environ Sci Technol 2023; 20(2):2053-62.

[13]

Jabłońska B, Kityk AV, Busch M, Huber P . The structural and surface properties of natural and modified coal gangue. J Environ Manage 2017; 190:80-90.

[14]

Kang HP, Wang BQ, Gao FQ, Zhang YJ, Fan ZZ, Li SL, et al. Current status and prospects of coal mining science and technology in China. GeoEnergy Commun 2025;1(1):3.

[15]

Shah KS, bin Mohd Hashim MH, Emad MZ, bin Ariffin KS, Junaid M, Khan NM . Effect of particle morphology on mechanical behavior of rock mass. Arab J Geosci 2020; 13(15):708.

[16]

Huang ZM, Ma ZG, Zhang L, Gong P, Zhang YK, Liu F . A numerical study of macro—mesoscopic mechanical properties of gangue backfill under biaxial compression. Int J Min Sci Technol 2016; 26(2):309—17.

[17]

Pappas DM, Mark C . Behavior of simulated longwall gob material. Report of Investigation: Bureau of Mines; 1993.

[18]

Hunter G, Fell R . Rockfill modulus and settlement of concrete face rockfill dams. J Geotech Geoenviron Eng 2003; 129(10):909—17.

[19]

Araei AA, Tabatabaei SH, Razeghi HR . Cyclic and post—cyclic monotonic behavior of crushed conglomerate rockfill material under dry and saturated conditions. Sci Iran 2012; 19(1):64-76.

[20]

Arasteh H, Saeedi G, Ali Ebrahimi Farsangi M, Esmaeili K . A new model for calculation of the plastic compression index and porosity and permeability of gob materials in longwall mining. Geotech Geol Eng 2020; 38(6):6407-20.

[21]

Wen LF, Wu L, Li YL . Seepage—creep coupling analysis of concrete—face rockfill dam built on alluvium foundation. Int J Geomech 2023; 23(11):05023009.

[22]

Zhang D, Zhu QC, Bai JB, Wang R, Zhang ZZ, Fu H, et al. Theory and simulation investigations on stability control of gob—side entry retaining with coal pillar—backfill body system. Int J Min Sci Technol 2025; 35(8):1399-417.

[23]

Wu JY, Wong HS, Yin Q, Ma D . Effects of aggregate strength and mass fraction on mesoscopic fracture characteristics of cemented rockfill from gangue as recycled aggregate. Compos Struct 2023; 311:116851.

[24]

Abhilasha KR, Lakhani R, Mishra RK, Khan S . Utilization of solid waste in the production of autoclaved aerated concrete and their effects on its physio—mechanical and microstructural properties: Alternative sources, characterization, and performance insights. Int J Concr Struct Mater 2023; 17(1):6.

[25]

Gupta AK . Effects of particle size and confining pressure on breakage factor of rockfill materials using medium triaxial test. J Rock Mech Geotech Eng 2016; 8(3):378—88.

[26]

Li JM, Huang YL, Pu H, Gao HD, Li YS, Ouyang SY, et al. Influence of block shape on macroscopic deformation response and meso—fabric evolution of crushed gangue under the triaxial compression. Powder Technol 2021; 384:112-24.

[27]

Sabri M, Ghazvinian A, Nejati HR . Effect of particle size heterogeneity on fracture toughness and failure mechanism of rocks. Int J Rock Mech Min Sci 2016; 81:79-85.

[28]

Koyama T, Jing LR . Effects of model scale and particle size on micro—mechanical properties and failure processes of rocks: A particle mechanics approach. Eng Anal Bound Elem 2007; 31(5):458-72.

[29]

Li Z, Fan JY, Xu JM, Feng GR, Guo W, Cui JQ, et al. Experimental and simulation research on rupture behavior of coal—based solid waste material backfilling column under non—uniformly distributed load with different loading ratios. Case Stud Constr Mat 2024; 20:e03125.

[30]

Deng XJ, Liang XF, Jiao Y, Li SC, Zhou N, An Y, et al. Evaluation of the migration and environmental effects of metal elements within cementitious gangue—fly ash backfill in underground coal mines. Int J Min Sci Technol 2024; 34(11):1551—62.

[31]

Ngo I, Ma LQ, Zhai JT, Wang YY, Xu YJ, Wei TX, et al. Effect of the co—activation of sodium silicate and CO2 on setting and mechanical properties of coal gangue—fly ash backfill (CGFB) . Environ Earth Sci 2023; 82(7):190.

[32]

Ngo NT, Indraratna B, Rujikiatkamjorn C, Biabani MM . Experimental and discrete element modeling of geocell—stabilized subballast subjected to cyclic loading. J Geotech Geoenviron Eng 2016; 142(4):04015100.

[33]

Grabinsky M, Jafari M, Pan A . Cemented paste backfill (CPB) material properties for undercut analysis. Mining 2022; 2(1):103-22.

[34]

Li B, Liang YP, Zhang L, Zou QL . Breakage law and fractal characteristics of broken coal and rock masses with different mixing ratios during compaction. Energy Sci Eng 2019; 7(3):1000-15.

[35]

Wu JY, Jing HW, Guo Y, Meng QB, Yin Q, Du Y . Effects of carbon nanotube dosage and aggregate size distribution on mechanical property and microstructure of cemented rockfill. Cement Concrete Comp 2022; 127:104408.

[36]

Ma D, Duan HY, Liu JF, Li XB, Zhou ZL . The role of gangue on the mitigation of mining—induced hazards and environmental pollution: an experimental investigation. Sci Total Environ 2019; 664:436-48.

[37]

Hao JS, Zhou ZH, Chen ZH, Shen YJ, Fang KZ, Tang F, et al. Synergistic mechanisms of steel slag, granulated blast furnace slag, and desulfurization gypsum in high—content steel slag—based cementitious backfill materials. Int J Min Sci Technol 2025; 35(6):1005—18.

[38]

Lingga BA, Apel DB, Sepehri M, Pu YY . Assessment of digital image correlation method in determining large scale cemented rockfill strains. Int J Min Sci Technol 2019; 29(5):771-6.

[39]

Bartoli O, Carvalho BB, Farina F . Effectiveness of Ti—in—amphibole thermometry and performance of different thermometers across lower continental crust up to UHT metamorphism. Contrib Miner Petrol 2024; 179(6):65.

[40]

Zhou ZL, Wang PY, Cai X, Cao WZ . Influence of water content on energy partition and release in rock failure: implications for water—weakening on rock—burst proneness. Rock Mech Rock Eng 2023; 56(9):6189-205.

[41]

Afifipour M, Moarefvand P . Experimental study of post—peak behavior of bimrocks with high rock block proportions. J Cent South Univ 2014; 21(2):761—7.

[42]

Afifipour M, Moarefvand P . Mechanical behavior of bimrocks having high rock block proportion. Int J Rock Mech Min Sci 2014; 65:40-8.

[43]

Feng GR, Liu WH, Du XJ, Wang JW, Li XL, Zheng YX . Crack evolution characteristics of cemented—gangue—fly—ash backfill with different proportions of fly ash and cement. Constr Build Mater 2023; 385:131498.

[44]

Zhang Z. A flexible new technique for camera calibration. IEEE Trans Pattern Anal Mach Intell 2000; 22(11):1330—4.

[45]

Zhang Q, Zhang XP . A numerical study on cracking processes in limestone by the b—value analysis of acoustic emissions. Comput Geotech 2017; 92:1-10.

[46]

Carpinteri A, Lacidogna G . Structural monitoring and integrity assessment of medieval towers. J Struct Eng 2006; 132(11):1681-90.

[47]

Munjiza A, Bangash T, John NWM . The combined finite—discrete element method for structural failure and collapse. Eng Fract Mech 2004; 71(4—6):469-83.

[48]

Yan CZ, Xie X, Ren YH, Ke WH, Wang G . A FDEM—based 2D coupled thermal—hydro—mechanical model for multiphysical simulation of rock fracturing. Int J Rock Mech Min Sci 2022; 149:104964.

[49]

Wu ZJ, Ji XK, Liu QS, Fan LF . Study of microstructure effect on the nonlinear mechanical behavior and failure process of rock using an image—based—FDEM model. Comput Geotech 2020; 121:103480.

[50]

Ma G, Zhou W, Chang XL, Chen MX . A hybrid approach for modeling of breakable granular materials using combined finite—discrete element method. Granul Matter 2016; 18(1):7.

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