Microscopic phase evolution mechanism of lithium slag and fiber synergistically enhancing concrete toughness: Perspective of preventing coal-rock dynamic disasters through energy absorption

Bai Xuyang , Zhang Junwen , Li Yulin , Liu Zeyu , Song Zhixiang , Zhang Yang , Dong Xukai , Wu Shaokang , Xu Weizheng , Li Xian

Int J Min Sci Technol ›› 2025, Vol. 35 ›› Issue (7) : 1129 -1151.

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Int J Min Sci Technol ›› 2025, Vol. 35 ›› Issue (7) :1129 -1151. DOI: 10.1016/j.ijmst.2025.06.007
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Microscopic phase evolution mechanism of lithium slag and fiber synergistically enhancing concrete toughness: Perspective of preventing coal-rock dynamic disasters through energy absorption
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Abstract

Coal and rock dynamic disasters are always major hidden dangers threatening mine safety production. Many researchers use cement concrete material as filling and energy-absorption materials. However, the current material toughness is not sufficient to meet the requirements of mine disaster prevention. Based on this, in order to find the optimal-ratio material that combines strength and toughness, the synergistic mechanism of lithium slag (LS), ethylene-vinyl acetate (EVA) copolymer, and polyvinyl alcohol (PVA) fiber mixtures in improving the mechanical properties of cement concrete, as well as the mechanism of microscopic phase evolution, was analyzed through macroscopic experiments, mesoscopic characterization, microscopic analysis, theoretical calculations, and comprehensive evaluation. The stress-strain curves obtained from the uniaxial compressive strength tests of specimens with different admixtures and fibers were investigated, and the characteristics of different stages were analyzed. The mechanical properties of different admixtures and fiber-reinforced materials, including their advantages and disadvantages, were compared through weighted comprehensive evaluation. The entire process of material failure, ranging from pore compaction, crack initiation, crack propagation, specimen instability to crack penetration, was explained via macroscopic fracture morphology, and the mechanical mechanism of how different admixtures affect the mechanical properties of concrete materials was revealed. The microscopic mechanism and the phase-evolution process of how the admixture affects concrete properties were elucidated using X-ray diffraction (XRD), hydration reaction theory, and Fourier transform infrared spectroscopy (FTIR). Furthermore, scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS) was used to reveal the interfacial pore state and element distribution of the internal microstructure of concrete. The results show that PVA fiber bars can play the role of a “skeleton bridge” to improve the toughness of materials. LS can effectively promote the hydration process and cooperate with PVA fiber bars to enhance the mechanical properties of the material. EVA will inhibit the hydration reaction and degrade the material’s mechanical properties through the “organic isolation” effect. In addition, the on-site application has proven that the R3-group materials in this study can effectively inhibit the deformation of the roadway and possess strong reliability. Finally, the advantages and feasibility of LS-and-fiber-reinforced concrete were discussed from four perspectives: environmental protection, economy, disaster prevention, and development. This paper is expected to provide technical reference for the large-scale disposal of solid waste LS, the performance-optimization direction of concrete materials, and the prevention and control of coal and rock dynamic disasters.

Keywords

Cement concrete / Toughness characteristics / Lithium slag / Fiber / Phase evolution / Synergistic effect

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Bai Xuyang, Zhang Junwen, Li Yulin, Liu Zeyu, Song Zhixiang, Zhang Yang, Dong Xukai, Wu Shaokang, Xu Weizheng, Li Xian. Microscopic phase evolution mechanism of lithium slag and fiber synergistically enhancing concrete toughness: Perspective of preventing coal-rock dynamic disasters through energy absorption. Int J Min Sci Technol, 2025, 35(7): 1129-1151 DOI:10.1016/j.ijmst.2025.06.007

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Acknowledgments

This study was supported by the National Natural Science Foundation of China (Nos. U23B2093 and 52034009), the National Key R&D Program of China (No. 2024YFC3013801), and the Fundamental Research Funds for the Central Universities (Ph. D. Top Innovative Talents Fund of CUMTB) (No. BBJ2025001).

References

[1]

Fan DW, Wang AW, Pan YS, Kong LH, Zhao SK, Lv K. Rockburst hazard and energy release in coal in case of thermal-mechanical coupling. J Min Sci 2024; 60(2):286-301.

[2]

Wang YC, Wu GY, Kong DZ, Xiong Y.Characteristics of rock strength failure and identification of hazardous areas in the roof of deep mining stope. Eng Fail Anal 2025; 167:109027.

[3]

Yang S, Ning JG, Zhang XL, Wang J, Shi XS. Analysis of stress environment and deformation failure of surrounding rock in deep roadway after pressure relief: A case study. Eng Fail Anal 2024; 160:108173.

[4]

Wang J, Apel DB, Wei C, Xu HW. Prediction of strainburst risks based on the stiffness theory: Development and verification of a new rockburst indicator. Int J Rock Mech Min Sci 2024; 175:105667.

[5]

Shi XD, Feng GR, Bai JW, Wang SY, Wang K, Cui BQ, Yang XY, Song C, Zhao HC. Numerical and experimental study of the mechanical behaviour for FRP-wrapped cement mortar-coal composite disc. Comput Geotech 2023; 158:105373.

[6]

Bai JW, Cui BQ, Qi TY, Zhu WB, Wang K, Shi XD, Wu HT, Kang LX. Fundamental theory for rock strata control of key pillar-side backfilling. J China Coal Society 2021; 46(2):424-38. in Chinese.

[7]

Chen ZQ, He C, Wang B, Yuan QY, Jiang CW, Yuan S, Wang XB. Experimental investigation on failure mechanism and rockburst process of tunnels under different span-ratios and existing structural planes. Rock Mech Rock Eng 2024; 57(5):3727-49.

[8]

Zeng JJ, Zeng WB, Zhuge Y, Zhou JK, Quach WM, Feng R. Behavior and modeling of FRP grid-reinforced ultra-high-performance concrete under uniaxial tension. Struct Concr 2024; 25(2):1185-207.

[9]

Zhang T, Wang HS, Tang JP, Gao S. Mechanical and environmental performance of structural concrete with coal gangue fine aggregate. J Build Eng 2024; 84:108488.

[10]

Wu XZ, Zhao MZ, Ye Q, Jiang YJ, Deng T, Zheng HF, Wang G, Guan ZC. A new deformable cable for rock support in high stress tunnel: Steel pipe shrinkable energy-absorbing cable. Int J Min Sci Technol 2024; 34(8):1083-93.

[11]

Yu X, Zuo JP, Mao LT, Xu XW, Lei B, Zhao SK. Uncovering the progressive failure process of primary coal-rock mass specimens: Insights from energy evolution, acoustic emission crack patterns, and visual characterization. Int J Rock Mech Min Sci 2024; 178:105773.

[12]

Zhang W, Qiu Z, Liu WR, Zhang BL, Guo WY. Study on the AE characteristics and energy evolution mechanism of sandstone with different aspect ratios under biaxial compression. Rock Mech Rock Eng 2024; 57(11):9019-34.

[13]

Wu XG, Wang MY, Lu H, Zhang YJ, Nie W. Modified Sadowski formula-based model for the slope shape amplification effect under multistage slope blasting vibration. Int J Min Sci Technol 2024; 34(5):631-41.

[14]

Yu KP, Ma LQ, Ngo I, Zhai JT, Xu YJ, Zhao ZY, Wang H, Wang DL. Gangue grouting filling in subsequent space of coal green mining: Methodology and case study. Environ Earth Sci 2024; 83(7):217.

[15]

da Silva A, Miguel GD, Daronco JVL, dos Passos Coelho PO, Festugato L. Influence of curing under stress on the geomechanical response of cemented iron ore mining tailings subjected to distinct effective stress paths. Int J Geomech 2024; 24(8):04024159.

[16]

Hao YX, Song XP, Wang CS, Fan BW, Yang K. Investigation of viscoelastic-plastic properties of fresh cemented gangue fly ash backfill slurries. Minerals 2024; 14(4):401.

[17]

Zhang JW, Deng XJ, Zheng TD. A review on hard roof rock burst prevention and control by backfill technology. J Green Mine 2024; 2(02):103-21. in Chinese.

[18]

Feng YL, Liang L, Duan LH, Li JL. Researching on grouting material in Chensilou coal mine. Mater Res Innov 2015; 19(S5):454-7.

[19]

Kang XC, Guo DM, Lu ZY. Mechanism of roadway floor heave controlled by floor corner pile in deep roadway under high horizontal stress. Adv Civ Eng 2021; 2021(1):6669233.

[20]

Zhang JW, Wu SK, Li YL, Song ZX, Dong XK, Zhang Y, Li WJ, Ma SJ, Jia YC, Chen ZS, Zhang JT, Xiao B. Experimental study on cement-based materials for grouting/replacement of broken rock mass in coal mine. Constr Build Mater 2024; 425:135979.

[21]

Chen JH, Zeng BQ, Xu WY, Wang K, Liu P, Hu SS, Wang SJ, Song ZX, Wu SK, Bai XY. Deterioration mechanism and dynamic constitutive model of coal-rock assemblages considering chemical corrosion and impact damage. Int J Min Sci Technol 2025; 35:837-62.

[22]

Liu KW, Liang JF, Wang CS, Wang XG, Liu JC.Axial compression stress-strain relationship of lithium slag rubber concrete. Sci Rep 2024; 14:23037.

[23]

Yang JS, Deng MK, Zhang YX, Fan HK, Lyu H. Bonding performance between high-early-strength high-ductility concrete (HES-HDC) and existing concrete. Arch Civ Mech Eng 2024; 24(4):218.

[24]

Zhang SS, Zhang YN, Zhang JS, Li YK. Compressive strength and resistance to sulphate attack of ground granulated blast furnace slag, lithium slag, and steel slag alkali-activated materials. Buildings 2024; 14(8):2320.

[25]

Zhou SZ, Zhang ZC, Zhu Y. Effect of lithium slag on hydration behavior of Portland cement paste. Constr Build Mater 2025; 463:138909.

[26]

Chen RS, Zhang HY, Hao XK, Yu HX, Shi T, Zhou HS, Wang RB, Zhao ZF, Wang P. Experimental study on ultimate bearing capacity of short thin-walled steel tubes reinforced with high-ductility concrete. Structures 2024; 68:107109.

[27]

Su JY, Luo RH, Chen ZB, Lin JX, Huang PY, Guo YC. Experimental study on the fracture performance of rubberized high strength-high ductility concrete with J- integral method. Constr Build Mater 2024; 421:135668.

[28]

Wang H, Yu HR, Zeng JC, Shang SC.The high ductility performance of energy-absorbing buffer support materials. Mater Lett 2024; 377:137562.

[29]

Li W, Wang ZX, Li LF, Sun LZ. Seismic performance and damage analysis of steel-PVA hybrid fiber cementitious composites encased CFST columns. J Build Eng 2024; 86:108771.

[30]

Ahmad M, Rizwan M, Javed MF, Alkhattabi L, Aslam F, Nouman Qamar M, Ullah F. Optimizing hybrid fiber content for enhanced thermo-mechanical performance of high-strength concrete. Mater Today Commun 2024; 39:109293.

[31]

Ji XS, Jiang Y, Gao XJ, Sun M. Synergistic effect of microfibers and oriented steel fibers on mechanical properties of UHPC. J Build Eng 2024; 91:109742.

[32]

Albuja-Sánchez J, Damián-Chalán A, Escobar D. Experimental studies and application of fiber-reinforced polymers (FRPs) in civil infrastructure systems: A state-of-the-art review. Polymers 2024; 16(2):250.

[33]

Algaifi HA, Muhammad EA, Baharom S, Alrshoudi F, Syamsir A, Salah HA, Anggraini V. Optimizing polypropylene fiber and carbon nanotubes to reinforce concrete matrix: A response surface methodology. Constr Build Mater 2024; 442:137388.

[34]

Kavitha SS, Joseph L, Kumar PS, Sarker PK, Madhavan MK, Jayanarayanan K. Implementation of multi-walled carbon nanotube incorporated GFRP as an alternative for CFRP in strengthening of concrete cylinders. Structures 2024; 70:107606.

[35]

GB/T50081-2019. Standar for Test Methods of Concrete Physical and Mechanical Properties, Ministry of Housing and Urban-Rural Development of China. Beijing; 2019.

[36]

GB/T51003-2014. Technical Specification for Application of Mineral Admixtures; 2014.

[37]

Dong SK, Tu SW, Chen LL, Wu FF, Xie LL, Zhuo Q, Yu SH. Investigation of the performance of cement mortar incorporating lithium slag as a super-fine aggregate. Front Mater 2023; 10:1134622.

[38]

JGJ/T 211-2010. Technical Code for Cement-Sodium Silicate Two-liquid Grouting in Building Engineering; 2010. in Chinese.

[39]

Ding Y, Zhou Z, Wei Y, Huang YL, Tian HW. Axial compressive behavior of ultra-high performance concrete confined by high-strength transverse reinforcements. Const Build Mater 2022; 324:126518.

[40]

Wang ZH, Bai EL, Liu CJ, Du YH, Ren B. Polymer/carbon fiber co-modification: dynamic compressive mechanical properties of carbon fiber modified polymer reinforced concrete. J Adv Concr Technol 2024; 22(5):267-78.

[41]

Wang ZH, Bai EL, Liu CJ, Ren B. Mechanical properties of polymer reinforced concrete at high strain rate and analysis of its micro-mechanism. KSCE J Civ Eng 2024; 28(10):4525-35.

[42]

Bondar D, Basheer M, Nanukuttan S. Suitability of alkali activated slag/fly ash (AA-GGBS/FA) concretes for chloride environments: Characterization based on mix design and compliance testing. Constr Build Mater 2019; 216:612-21.

[43]

Gopalakrishnan R, Chinnaraju K. Durability of ambient cured alumina silicate concrete based on slag/fly ash blends against sulfate environment. Constr Build Mater 2019; 204:70-83.

[44]

Teara A, Shu Ing D, Tam VWY. The use of waste materials for concrete production in construction applications 2018; 342:012062.

[45]

Flower DJM, Sanjayan JG. Green house gas emissions due to concrete manufacture. Int J Life Cycle Ass 2007; 12(5):282-8.

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