Coupled effect of cement hydration and temperature on hydraulic behavior of cemented tailings backfill

被引:0
作者
吴迪 [1 ,2 ]
蔡嗣经 [3 ]
机构
[1] Department of Mining Engineering, China University of Mining and Technology
[2] State Key Laboratory of Coal Resources and Safe Mining(China University of Mining & Technology)
[3] Department of Resources Engineering, University of Science and Technology Beijing
关键词
cemented tailings backfill; hydration; water seepage flow; pore water pressure; coupled model;
D O I
暂无
中图分类号
TD926.4 [];
学科分类号
081902 ;
摘要
Cemented tailings backfill(CTB) is made by mixing cement, tailings and water together, thus cement hydration and water seepage flow are the two crucial factors affecting the quality of CTB. Cement hydration process can release significant amount of heat to raise the temperature of CTB and in turn increase the rate of cement hydration. Meanwhile, the progress of cement hydration consumes water and produces hydration products to change the pore structures within CTB, which further influences the hydraulic behavior of CTB. In order to understand the hydraulic behavior of CTB, a numerical model was developed by coupling the hydraulic,thermal and hydration equations. This model was then implemented into COMSOL Multiphysics to simulate the evolutions of temperature and water seepage flow within CTB versus curing time. The predicted outcomes were compared with correspondent experimental results, proving the validity and availability of this model. By taking advantage of the validated model, effects of various initial CTB and curing temperatures, cement content, and CTB’s geometric shapes on the hydraulic behavior of CTB were demonstrated numerically. The presented conclusions can contribute to preparing more environmentally friendly CTB structures.
引用
收藏
页码:1956 / 1964
页数:9
相关论文
共 21 条
  • [1] Effects of temperature and pressure differences on water seepage in breccia
    Xu L.
    Wang X.
    Xian X.
    [J]. Chinese Journal of Geochemistry, 2012, 31 (3): : 260 - 263
  • [2] Hydraulic calculation of gravity transportation pipeline system for backfill slurry[J]. 张钦礼,胡冠宇,王新民.Journal of Central South University of Technology. 2008(05)
  • [3] Combined influence of sulphate and temperature on the saturated hydraulic conductivity of hardened cemented paste backfill[J] . M. Pokharel,M. Fall.Cement and Concrete Composites . 2013
  • [4] Water seepage flow in concrete[J] . Chunxiang Qian,Bei Huang,Yujiang Wang,Miao Wu.Construction and Building Materials . 2012
  • [5] Coupling temperature, cement hydration and rheological behaviour of fresh cemented paste backfill[J] . D. Wu,M. Fall,S.J. Cai.Minerals Engineering . 2012
  • [6] Thermo-hydro-mechanical behaviour of sodium silicate-cemented paste tailings in column experiments[J] . N. Abdul-Hussain,Mamadou Fall.Tunnelling and Underground Space Technology incorporating Trenchless Technology Research . 2012
  • [7] Utilisation of alkali-activated blast furnace slag in paste backfill of high-sulphide mill tailings: Effect of binder type and dosage[J] . Ferdi Cihangir,Bayram Ercikdi,Ayhan Kesimal,Alp Turan,Haci Deveci.Minerals Engineering . 2012
  • [8] Unsaturated hydraulic properties of cemented tailings backfill that contains sodium silicate
    Abdul-Hussain, N.
    Fall, M.
    [J]. ENGINEERING GEOLOGY, 2011, 123 (04) : 288 - 301
  • [9] Assessment of the unsaturated water transport properties of an old concrete: Determination of the pore-interaction factor[J] . Stéphane Poyet,Sébastien Charles,Nicolas Honoré,Valérie L’hostis.Cement and Concrete Research . 2011 (10)
  • [10] Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: Portland cement-paste backfill[J] . Mamadou Fall,Mukesh Pokharel.Cement and Concrete Composites . 2010 (10)