Eхperimental study on the effect of saturation on the triaхial mechanical properties of cemented tailings backfill

被引:1
|
作者
Wu W. [1 ]
Xu W. [1 ]
机构
[1] School of Energy and Mining Engineering, China University of Mining & Technology(Beijing), Beijing
关键词
cemented tailings backfill; matric suction; poisson's ratio; pore structure; saturation;
D O I
10.11817/j.issn.1672-7207.2023.10.021
中图分类号
学科分类号
摘要
Underground in-situ strength of cemented tailings backfill(CTB) is significantly different from that of the laboratory curing sample, which is mainly caused by different temperature and humidity environment between underground and standard curing. In order to reveal the influence of curing age and water saturation on the CTB-water characteristic curve and mechanical properties of cemented backfill, the triaxial compression deformation characteristic parameters and the variation rule of matrix suction of backfill at different curing ages and saturation were analyzed by means of triaxial consolidation undrained compression test and CTB-water characteristic curve test. The results show that the longer the curing age, the denser the pore structure inside the CTB; the more difficult the dehydration, the higher the matric suction inside the backfill at the same saturation. The lower the saturation of the CTB, the higher the matric suction at the same curing age. The deformation characteristics of saturated CTB are related to internal structural strength, while the deformation characteristics of unsaturated backfill are mainly affected by matric suction, which is positively correlated with elastic modulus and negatively correlated with Poisson's ratio. With the decrease of saturation, the strength of CTB decreases slightly at first and then increases. © 2023 Central South University of Technology. All rights reserved.
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页码:4015 / 4029
页数:14
相关论文
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  • [1] YU Runcang, Development and innovation of cemented filling technology in China, China Mine Engineering, 39, 5, pp. 1-3, (2010)
  • [2] MIAO Changwen, TIAN Qian, LIU Jiaping, Et al., Very early age self-desiccation effect measurement based on meniscus depression technology for concrete, Journal of the Chinese Ceramic Society, 35, 4, pp. 509-516, (2007)
  • [3] FALL M, BELEM T, SAMB S, Et al., Experimental characterization of the stress-strain behaviour of cemented paste backfill in compression, Journal of Materials Science, 42, 11, pp. 3914-3922, (2007)
  • [4] BELEM T, AATAR O, BUSSIERE B, Et al., Characterization of self-weight consolidated paste backfill, Proceedings of 9th International Seminar on Paste and Thickened tailings: paste, pp. 333-345, (2006)
  • [5] XU Wenbin, SONG Weidong, WANG Dongxu, Et al., Energy dissipation properties of cement backfill body under triaxial compression conditions, Journal of China University of Mining & Technology, 43, 5, pp. 808-814, (2014)
  • [6] XU Wenbin, PAN Weidong, DING Minglong, Experiment on evolution of microstructures and long-term strength model of cemented backfill mass, Journal of Central South University(Science and Technology), 46, 6, pp. 2333-2341, (2015)
  • [7] XU Wenbin, LIU Bin, WU Weilu, Strength and deformation behaviors of cemented tailings backfill under triaxial compression, Journal of Central South University, 27, 12, pp. 3531-3543, (2020)
  • [8] XIU Zhanguo, WANG Shuhong, WANG Feili, Et al., Comparative experimental study on the shear behavior of cemented paste backfill and surrounding rock - backfill interface, Chinese Journal of Rock Mechanics and Engineering, 40, 8, pp. 1628-1642, (2021)
  • [9] XIU Zhanguo, WANG Shuhong, JI Yingchun, Et al., An analytical model for the triaxial compressive Stress-strain relationships of cemented pasted backfill(CPB) with different curing time, Construction and Building Materials, 313, (2021)
  • [10] XIU Zhanguo, WANG Shuhong, JI Yingchun, Et al., Experimental study on the triaxial mechanical behaviors of the cemented paste backfill: effect of curing time, drainage conditions and curing temperature, Journal of Environmental Management, 301, (2022)