Effect of calcium formate as an accelerator on dilatancy deformation, strength and microstructure of cemented tailings backfill

被引:17
作者
Wang, Yiming [1 ]
Wu, Jiangyu [1 ]
Pu, Hai [1 ,2 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Jiangsu, Peoples R China
[2] Xinjiang Inst Engn, Coll Min Engn & Geol, Urumqi 830091, Xinjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Cemented tailings backfill; Calcium formate; Curing time; Strength; Microstructure; PASTE BACKFILL; PORE STRUCTURE; CEMENTITIOUS BACKFILL; MECHANICAL-PROPERTIES; CURING TIME; ROCK; ASH; TEMPERATURE; BEHAVIOR; IMMOBILIZATION;
D O I
10.1016/j.chemosphere.2021.132710
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Recycling mining wastes to produce cemented tailings backfill (CTB) is the optimal approach to eliminate the environmental pollution caused by their accumulation. However, its low strength limits its application. Using calcium formate (CF) as an accelerator for improving its mechanical properties is of great significance to promote sustainable development. The effects of CF dosage and curing time on dilatancy deformation, compressive strength and microstructure of CTB were investigated through mechanical compression, scanning electron microscope (SEM) and energy dispersive spectrometer (EDS) tests. The strengthening and deterioration mechanisms of CF dosage on CTB were revealed, and its engineering practicability was systematically evaluated. The results show that the variation of volumetric strain in the dilatancy deformation stage firstly increase and then decrease with the increases of CF dosage and curing time. The relationship between CF dosage and compressive strength can be characterized by quadratic polynomial, and the optimal CF dosage characterizing the superior mechanical property of CTB is between 1.60 and 1.84. The supplement of CF reduces the size and distribution of microcracks and micropores, thereby optimizing the microstructure of CTB. Nevertheless, the excessive dosages of CF deteriorate the microstructure of CTB and produce serious defects, which cannot be effectively filled by hydration products, thus weakening the strength property of CTB. This study provides an effective accelerator for improving the mechanical properties of CTB, which is of great significance to promote the recycling of tailings.
引用
收藏
页数:11
相关论文
共 45 条
  • [1] Cementitious backfill with high sulfur content - Physical, chemical, and mineralogical characterization
    Benzaazoua, M
    Ouellet, J
    Servant, S
    Newman, P
    Verburg, R
    [J]. CEMENT AND CONCRETE RESEARCH, 1999, 29 (05) : 719 - 725
  • [2] The Challenges of Reusing Mining and Mineral-Processing Wastes
    Bian, Zhengfu
    Miao, Xiexing
    Lei, Shaogang
    Chen, Shen-en
    Wang, Wenfeng
    Struthers, Sue
    [J]. SCIENCE, 2012, 337 (6095) : 702 - 703
  • [3] Experimental investigation into the microstructural and mechanical evolution of phyllosilicate-bearing fault rock under conditions favouring pressure solution
    Bos, B
    Spiers, CJ
    [J]. JOURNAL OF STRUCTURAL GEOLOGY, 2001, 23 (08) : 1187 - 1202
  • [4] Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations
    Cai, M
    Kaiser, PK
    Tasaka, Y
    Maejima, T
    Morioka, H
    Minami, M
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) : 833 - 847
  • [5] CT scanning of internal crack mechanism and strength behavior of cement-fiber-tailings matrix composites
    Cao, Shuai
    Yilmaz, Erol
    Yin, Zhenyu
    Xue, Gaili
    Song, Weidong
    Sun, Lijuan
    [J]. CEMENT & CONCRETE COMPOSITES, 2021, 116
  • [6] Utilizing concrete pillars as an environmental mining practice in underground mines
    Cao, Shuai
    Xue, Gaili
    Yilmaz, Erol
    Yin, Zhenyu
    Yang, Fudou
    [J]. JOURNAL OF CLEANER PRODUCTION, 2021, 278
  • [7] Sodium silicate effect on setting properties, strength behavior and microstructure of cemented coal fly ash backfill
    Cavusoglu, Ibrahim
    Yilmaz, Erol
    Yilmaz, Ali Osman
    [J]. POWDER TECHNOLOGY, 2021, 384 : 17 - 28
  • [8] The rheological, mechanical and heavy metal leaching properties of cemented paste backfill under the influence of anionic polyacrylamide
    Chen, Qiusong
    Tao, Yunbo
    Zhang, Qinli
    Qi, Chongchong
    [J]. CHEMOSPHERE, 2022, 286
  • [9] Influence of water-to-cement ratio and curing period on pore structure of cement mortar
    Chen, Xudong
    Wu, Shenxin
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2013, 38 : 804 - 812
  • [10] The Effect of Specimen Size on Strength and Other Properties in Laboratory Testing of Rock and Rock-Like Cementitious Brittle Materials
    Darlington, William J.
    Ranjith, Pathegama G.
    Choi, S. K.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2011, 44 (05) : 513 - 529