Abstract
Cemented backfill used in deep mines would inevitably be exposed to the ambient temperature of 20–60 °C in the next few decades. In this paper, two types of cemented gravel sand backfills, cemented rod-mill sand backfill (CRB) and cemented gobi sand backfill (CGB), were prepared and cured at various temperatures (20, 40, 60 °C) and ages (3, 7, 28 d), and the effects of temperature and age on the physico-mechanical properties of CRB and CGB were investigated based on laboratory tests. Results show that: 1) the effects of temperature and age on the physico-mechanical properties of backfills mainly depend on the amount of hydration products and the refinement of cementation structures. The temperature has a more significant effect on thermal expansibility and ultrasonic performance at early ages. 2) The facilitating effect of temperature and age on the compressive strength of CGB is higher than that on CRB. With the increase of temperature, the compressive failure modes changed from X-conjugate shear failure to tensile failure, and the integrity of specimens was significantly improved. 3) Similarly, the shear performance of CGB is generally better than that of CRB. The temperature has a weaker effect on shear strength than age, but the shear deformation and shear plane morphology are closely related to temperature.
摘要
深部矿山胶结充填体在未来数十年里将不可避免地会暴露在 20∼60 °C 的环境温度中. 本文制备了两种砾石砂胶结充填体, 即棒磨砂胶结充填体(CRB)和戈壁砂胶结充填体(CGB), 并分别在不同温度(20 °C、40 °C、60 °C)和龄期(3 d、7 d、28 d)条件下进行了养护;然后, 基于室内试验探索了温度和龄期对 CRB 和 CGB 物理力学特性的影响效应. 结果表明: 1) 温度和龄期对充填体物理力学特性的影响主要取决于水化产物量和胶结结构密实度, 温度对早期充填体热膨胀性和超声性能的影响更为显著; 2) 温度和龄期对 CGB 抗压强度的促进作用要强于 CRB, 随着温度的升高, 试样的压缩破坏形式由 X-共轭剪切破坏转变为拉伸破坏, 试样的完整性得到了显著改善; 3) 同样 CGB 的抗剪性能普遍优于CRB, 温度对充填体抗剪强度的影响较龄期要弱, 但剪切变形和剪切面破坏形态与温度密切相关.
Similar content being viewed by others
References
JUNG S, BISWAS K. Review of current high density paste fill and its technology [J]. Mineral Resources Engineering, 2002, 11(2): 165–182. DOI: https://doi.org/10.1142/S0950609802000926.
RANKINE R, PACHECO M, SIVAKUGAN N. Underground mining with backfills [J]. Soils and Rocks, 2007, 30(2): 93–101. https://www.researchgate.net/publication/279586585.
TAN Yu-ye, DAVIDE E, ZHOU Yu-cheng, SONG Wei-dong, MENG Xiang Long-term mechanical behavior and characteristics of cemented tailings backfill through impact loading [J]. International Journal of Minerals, Metallurgy and Materials, 2020, 27(2): 140–151. DOI: https://doi.org/10.1007/s12613-019-1878-6.
WU Di, CAI Si-jing, LIU Yu-cheng. Effects of binder on suction in cemented gangue backfill [J]. Magazine of Concrete Research, 2016, 68(12): 593–603. DOI: https://doi.org/10.1680/jmacr.15.00120.
HE M C. Rock mechanics and hazard control in deep mining engineering in China [C]// Proceedings of the 4th Asian Rock Mechanics Symposium (ARMS 4). Singapore: World Scientific Publishing Co. Pte. Ltd. 2006: 29–46. DOI: https://doi.org/10.1142/97898127724110003.
SU Zhao-gui, JIANG Zhong-an, SUN Zhong-qiang. Study on the heat hazard of deep exploitation in high-temperature mines and its evaluation index [J]. Procedia Earth and Planetary Science, 2009, 1(1): 414–419. DOI: https://doi.org/10.1016/j.proeps.2009.09.066.
YANG Xiao-jie, HAN Qiao-yun, PANG Jie-wen, SHI Xiao-wei, HOU Ding-gui, LIU Chao. Progress of heat-hazard treatment in deep mines [J]. Mining Science and Technology (China), 2011, 21(2): 295–299. DOI: https://doi.org/10.1016/j.mstc.2011.02.015.
RANJITH P G, ZHAO Jian, JU Ming-he, de SILVA R V, RATHNAWEERA T D, BANDARA A K. Opportunities and challenges in deep mining: A brief review [J]. Engineering, 2017, 3(4): 546–551. DOI: https://doi.org/10.1016/J.ENG.2017.04.024.
WANG C, TANNANT D, PADRUTT A, MILLETTE D. Influence of admixtures on cemented backfill strength [J]. Mineral Resources Engineering, 2002, 11(3): 261–270. DOI: https://doi.org/10.1142/S0950609802000963.
BIAN Ji-wei, FALL M, HARUNA S. Sulfate-induced changes in rheological properties of fibre-reinforced cemented paste backfill [J]. Magazine of Concrete Research, 2019. DOI: https://doi.org/10.1680/jmacr.19.00311.
FALL M, BENZAAZOUA M, SAA E. Mix proportioning of underground cemented tailings backfill [J]. Tunnelling and Underground Space Technology, 2008, 23(1): 80–90. DOI: https://doi.org/10.1016/j.tust.2006.08.005.
ERCIKDI B, KESIMAL A, CIHANGIR F, DEVECI H, ALP I. Cemented paste backfill of sulphide-rich tailings: Importance of binder type and dosage [J]. Cement and Concrete Composites, 2009, 31(4): 268–274. DOI: https://doi.org/10.1016/j.cemconcomp.2009.01.008.
KLEIN K, SIMON D. Effect of specimen composition on the strength development in cemented paste backfill [J]. Canadian Geotechnical Journal, 2006, 43(3): 310–324. DOI: https://doi.org/10.1139/t06-005.
WU Ai-xiang, WANG Yong, WANG Hong-jiang, YIN Sheng-hua, MIAO Xiu-xiu. Coupled effects of cement type and water quality on the properties of cemented paste backfill [J]. International Journal of Mineral Processing, 2015, 143: 65–71. DOI: https://doi.org/10.1016/j.minpro.2015.09.004.
FALL M, POKHAREL M. Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: portland cement-paste backfill [J]. Cement and Concrete Composites, 2010, 32(10): 819–828. DOI: https://doi.org/10.1016/j.cemconcomp.2010.08.002.
WU Di, CAI Si-jing. Coupled effect of cement hydration and temperature on hydraulic behavior of cemented tailings backfill [J]. Journal of Central South University, 2015, 22(5): 1956–1964. DOI: https://doi.org/10.1007/s11771-015-2715-3.
ALDHAFEERI Z, FALL M, POKHAREL M, POURAMINI Z. Temperature dependence of the reactivity of cemented paste backfill [J]. Applied Geochemistry, 2016, 72: 10–19. DOI: https://doi.org/10.1016/j.apgeochem.2016.06.005.
KERMANI M, HASSANI F, AFLAKI E, BENZAAZOUA M, NOKKEN M. Evaluation of the effect of sodium silicate addition to mine backfill, gelfill-part 2: Effects of mixing time and curing temperature [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7(6): 668–673. DOI: https://doi.org/10.1016/j.jrmge.2015.09.004.
CUI L, FALL M. Multiphysics modelling of the behaviour of cemented tailings backfill materials [C]// International Conference on Civil, Structural and Transportation Engineering. Ottawa, Ontario, Canada, 2015, 330: 331–337. https://www.researchgate.net/publication/277718249.
CUI Liang, FALL M. Multiphysics model for consolidation behavior of cemented paste backfill [J]. International Journal of Geomechanics, 2016, 17(3): 1–23. DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000743.
YILMAZ E, BELEM T, BUSSIÈRE B, MBONIMPA M, BENZAAZOUA M. Curing time effect on consolidation behaviour of cemented paste backfill containing different cement types and contents [J]. Construction and Building Materials, 2015, 75: 99–111. DOI: https://doi.org/10.1016/j.conbuildmat.2014.11.008.
YANG Zhi-qiang. Key technology research on the efficient exploitation and comprehensive utilization of resources in the deep Jinchuan nickel deposit [J]. Engineering, 2017, 3(4): 559–566. DOI: https://doi.org/10.1016/J.ENG.2017.04.021.
BAREITHER C A, BENSON C H, EDIL T B. Comparison of shear strength of sand backfills measured in small-scale and large-scale direct shear tests [J]. Canadian Geotechnical Journal, 2008, 45(9): 1224–1236. DOI: https://doi.org/10.1139/T08-058.
ZHANG Qin-li, CHEN Qiu-song, WANG Xin-ming. Cemented backfilling technology of paste-like based on aeolian sand and tailings [J]. Minerals, 2016, 6(4): 132. DOI: https://doi.org/10.3390/min6040132.
LI Mao-hui, YANG Zhi-qiang, GAO Qian, WANG You-tuan. The orthogonal test and optimal decision for the development of new backfill cementing materials based on the rod milling sand [C]// Advanced Materials Research, Trans Tech Publ. 2014: 1100–1105. DOI: https://doi.org/10.4028/www.scientific.net/AMR.962-965.1100.
ERCIKDI B, CIHANGIR F, KESIMAL A, DEVECI H, ALP İ. Utilization of industrial waste products as pozzolanic material in cemented paste backfill of high sulphide mill tailings [J]. Journal of Hazardous Materials, 2009, 168(2, 3): 848–856. DOI: https://doi.org/10.1016/j.jhazmat.2009.02.100.
DONG Qing, LIANG Bing, JIA Li-feng, JIANG Li-guo. Effect of sulfide on the long-term strength of lead-zinc tailings cemented paste backfill [J]. Construction and Building Materials, 2019, 200: 436–446. DOI: https://doi.org/10.1016/j.conbuildmat.2018.12.069.
BERNIER R, LI M G, MOERMAN A. Effects of tailings and binder geochemistry on the physical strength of paste backfill [C]// Sudburry’99, Mining and the Environment II, Sudbury. Ontario, Canada, 1999, 3: 1113–1122. https://www.researchgate.net/publication/284674385.
LIU Lang, FANG Zhi-yu, QI Chong-chong, ZHANG Bo, GUO Li-jie, SONG K I. Experimental investigation on the relationship between pore characteristics and unconfined compressive strength of cemented paste backfill [J]. Construction and Building Materials, 2018, 179: 254–264. DOI: https://doi.org/10.1016/j.conbuildmat.2018.05.224.
LI Wen-cheng, FALL M. Sulphate effect on the early age strength and self-desiccation of cemented paste backfill [J]. Construction and Building Materials, 2016, 106: 296–304. DOI: https://doi.org/10.1016/j.conbuildmat.2015.12.124.
LIU Lang, ZHOU Peng, FENG Yan, ZHANG Bo, SONG K I. Quantitative investigation on micro-parameters of cemented paste backfill and its sensitivity analysis [J]. Journal of Central South University, 2020, 27(1): 267–276. DOI: https://doi.org/10.1007/s11771-020-4294-1.
FALL M, CÉLESTIN J, POKHAREL M, TOURé M. A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill [J]. Engineering Geology, 2010, 114(3, 4): 397–413. DOI: https://doi.org/10.1016/j.enggeo.2010.05.016.
POKHAREL M, FALL M. Combined influence of sulphate and temperature on the saturated hydraulic conductivity of hardened cemented paste backfill [J]. Cement and Concrete Composites, 2013, 38: 21–28. DOI: https://doi.org/10.1016/j.cemconcomp.2013.03.015.
DZ/T 0276.25-2015. Regulation for testing the physical and mechanical properties of rock—part 25: Test for determining the shear strength of rock [S]. Beijing: Standards Press of China, 2015. (in Chinese)
GB 50021-2001. Code for investigation of geotechnical engineering (2009) [S]. Beijing: China Architecture & Building Press, 2009. (in Chinese)
ZHAO Hui, SUN Wei, WU Xiao-ming, GAO Bo. The effect of coarse aggregate gradation on the properties of self-compacting concrete [J]. Materials & Design, 2012, 40: 109–116. DOI: https://doi.org/10.1016/j.matdes.2012.03.035.
MEDDAH M S, ZITOUNI S, BELâABES S. Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete [J]. Construction and Building Materials, 2010, 24(4): 505–512. DOI: https://doi.org/10.1016/j.conbuildmat.2009.10.009.
Author information
Authors and Affiliations
Contributions
The overarching research goals were developed by ZHOU Hui and JIANG Fei-fei. JIANG Fei-fei, SHENG Jia, and KOU Yong-yuan conducted the laboratory tests and analyzed the experimental results. JIANG Fei-fei, ZHOU Hui, and LI Xiang-dong conducted the literature review and wrote the first draft of the manuscript. All authors replied to reviewers’ comments and revised the final version.
Corresponding author
Additional information
Conflict of interest
JIANG Fei-fei, ZHOU Hui, SHENG Jia, KOU Yong-yuan, and LI Xiang-dong declare that they have no conflict of interest.
Foundation item: Project(P2018G045) supported by the Science & Technology Research and Development Program of China Railway; Project(2018CFA013) supported by the Hubei Provincial Natural Science Foundation Innovation Group, China; Project(KFJ-STS-QYZD-174) supported by the Science and Technology Service Network Initiative of the Chinese Academy of Sciences; Project(51709257) supported by the National Natural Science Foundation of China
Rights and permissions
About this article
Cite this article
Jiang, Ff., Zhou, H., Sheng, J. et al. Effects of temperature and age on physico-mechanical properties of cemented gravel sand backfills. J. Cent. South Univ. Technol. 27, 2999–3012 (2020). https://doi.org/10.1007/s11771-020-4524-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11771-020-4524-6