Combined influence of sulphate and temperature on the saturated hydraulic conductivity of hardened cemented paste backfill

Abstract This paper presents an experimental study that focuses on the investigation of the coupled effects of temperature and sulphate on the permeability of hardened cemented paste backfill (CPB). Hydraulic conductivity tests and a microstructural analysis are conducted on mature CPBs prepared with various amounts of sulphate (0, 5000, 15,000, and 25,000 ppm) and cured at various temperatures (2 °C, 20 °C, 35 °C, and 50 °C). Important findings and valuable results are gained. It is found that the coupled effects of sulphate and temperature can lead to decrease (i.e. improvement of the environmental performance of CPBs) or increase of the hydraulic conductivity of CPBs. There is competition between the permeability decreasing and increasing factors. The dominant influencing factors depend on the curing temperature and initial sulphate content.

[1]  Frank Winnefeld,et al.  Effect of temperature on the pore solution, microstructure and hydration products of Portland cement pastes , 2007 .

[2]  J. Beaudoin,et al.  Expansion of portland cement mortar due to internal sulfate attack , 1997 .

[3]  M. Fall,et al.  A contribution to understanding the effects of curing temperature on the mechanical properties of mine cemented tailings backfill , 2010 .

[4]  Ayhan Kesimal,et al.  The effect of desliming by sedimentation on paste backfill performance , 2003 .

[5]  Mamadou Fall,et al.  Coupled effects of sulphate and temperature on the strength development of cemented tailings backfills: Portland cement-paste backfill , 2010 .

[6]  Mamadou Fall,et al.  Pore structure of cemented tailings materials under natural or accidental thermal loads , 2008 .

[7]  F. Glasser,et al.  Thermal stability and decomposition mechanisms of ettringite at <120°C , 2001 .

[8]  Ayhan Kesimal,et al.  Cemented paste backfill of sulphide-rich tailings: Importance of binder type and dosage , 2009 .

[9]  Rémi Barbarulo Comportement des matériaux cimentaires : actions des sulfates et de la température , 2002 .

[10]  Long T. Phan,et al.  International Workshop on Fire Performance of High-Strength Concrete, NIST, Gaithersburg, MD, February 13-14, 1997, Proceedings | NIST , 1997 .

[11]  M. Fall,et al.  Modeling the heat development in hydrating CPB structures , 2009 .

[12]  Mamadou Fall,et al.  Modeling the effect of sulphate on strength development of paste backfill and binder mixture optimization , 2005 .

[13]  R. D. Hooton,et al.  The effect of pozzolans and slag on the expansion of mortars cured at elevated temperature: Part I: Expansive behaviour , 2003 .

[14]  Tikou Belem,et al.  Experimental characterization of the stress–strain behaviour of cemented paste backfill in compression , 2007 .

[15]  Mamadou Fall,et al.  WITHDRAWN: Influence of curing temperature on strength, deformation behaviour and pore structure of cemented paste backfill at early ages , 2006 .

[16]  Mamadou Fall,et al.  Mechanical response of a mine composite material to extreme heat , 2008 .

[17]  L. Catalan,et al.  Predicted and Field-Measured Resuspension of Flooded Mine Tailings , 2002 .

[18]  Mamadou Fall,et al.  Mix proportioning of underground cemented tailings backfill , 2008 .

[19]  Michel Aubertin,et al.  Microstructural evolution of cemented paste backfill: Mercury intrusion porosimetry test results , 2007 .

[20]  H. Taylor Chemistry of Cements , 1938, Nature.

[21]  Mamadou Fall,et al.  Saturated hydraulic conductivity of cemented paste backfill , 2009 .

[22]  J. S. Mahlaba,et al.  Physical, chemical and mineralogical characterisation of hydraulically disposed fine coal ash from SASOL Synfuels , 2011 .

[23]  F. W. Brackebusch,et al.  Basics of paste backfill systems , 1995 .

[24]  Mamadou Fall,et al.  Experimental characterization of the influence of tailings fineness and density on the quality of cemented paste backfill , 2005 .