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Design of Inclined Covers with Capillary Barrier Effect by S.-E. Parent and A. Cabral

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References not cited by Parent and Cabral

  • Aubertin M, Cifuentes E, Martin V, Apithy S, Bussière B, Molson J, Chapuis RP, et Maqsoud A (2006) An investigation of factors that influence the water diversion capacity of inclined covers with capillary barrier effects. In: Miller GA, Zapata CE, Houston SL, Fredlund DG (eds) Proceedings of the 4th international conference on unsaturated soils, UNSAT 2006, Carefree, Arizona, April 2–6. Geotechnical Special Publication No. 147, ASCE, GEO Institute, vol 2, pp 613–624

  • Aubertin M, Bussière B, Aachib M, Chapuis RP (1996) Une modélisation numérique des écoulements non saturés dans des couvertures multicouches en sols. Hydrogéologie 1:3–13

    Google Scholar 

  • Aubertin M, Chapuis RP, Aachib M, Bussière B, Ricard J-F, Tremblay L (1995) Évaluation en laboratoire de barrières sèches construites à partir de résidus miniers, Mine Environment Neutral Drainage (MEND) report 2.22.2a. CANMET Secretariat, Ottawa, Ont

    Google Scholar 

  • Aubertin M, Chapuis RP, Aachib M, Ricard J-F, Tremblay L, Bussière B (1994) Cover technology for acidic tailings: hydrogeological properties of milling wastes used as capillary barrier. In: Carrier WD (ed.) Proceedings of the 1st international congress on environmental geotechnic. ISSMFE-CGS, Edmonton, pp 427–432

    Google Scholar 

  • Brooks RH, Corey JC (1964) Hydraulic properties of porous medium. Colorado State University (Fort Collins), Hydrology Paper 3

  • Bussière B (1999) Étude du comportement hydrique de couvertures avec effets de barrière capillaire inclinées à l’aide de modélisations physiques et numériques. Ph.D. Thesis, Mineral Engineering Department, École Polytechnique de Montréal, 354 pp

  • Bussière B, Maqsoud A, Aubertin M, Martschuk J, Mcmullen J, Julien M (2006) Cover performance at the LTA site, Malartic, Quebec, Canada. CIM Bulletin, September/October, Paper 20 (available online only), pp 1–16

  • Bussière B, Aubertin M, Chapuis RP (2003a) The behaviour of inclined covers used as oxygen barriers. Can Geotech J 40:512–535

    Article  Google Scholar 

  • Bussière B, Apithy S, Aubertin M, Chapuis RP (2003b) Diversion capacity of sloping covers with capillary barrier effect. Proceedings of the 56th annual Canadian geotechnical conference, 4th Joint IAH-CNC and CGS groundwater specialty conference, and 2003 NAGS conference, Winnipeg, Canada, Session 10C [CD-ROM], 8 pp

  • Bussière B, Aubertin M, Chapuis RP (2002) A laboratory set up to evaluate the hydraulic behavior of inclined capillary barriers. In: Philips R. Guo PJ, Popescu R (eds) Proceedings of the international conference on physical modelling in Geotechnics, St.Jonh’s, Newfoundland, 10–12 July. A.A. Balkema, Rotterdam, pp 391–396

  • Bussière B, Aubertin M, Morel-Seytoux HJ, Chapuis RP (1998) A laboratory investigation of slope influence on the behaviour of capillary barriers. Proceedings of the 51th Canadian geotechnical conference, Edmonton, Canada, vol 2, pp 831–836

  • Bussière B, Aubertin M, Aachib M, Chapuis RP, Crespo JR (1995) Unsaturated flow modelling of covers for reactive tailings. In: Mitri HS (ed) Proceedings of the 3rd Canadian conference on computer applications in the mining industry CAMI’95, Montreal, Canada, 22–25 October, pp 853–862

  • Cifuentes E, Aubertin M, Chapuis RP, Molson J, Bussière B (2006) Analyses of the water diversion length of inclined, layered soil covers. Proceedings of the 59th Canadian geotechnical conference and the 7th joint CGS/IAH-CNC groundwater specialty conference, Sea to Sky Geotechnique, Vancouver, Canada, 1–4 October, pp 1744–1749

  • Gardner WR (1958) Some steady state solutions of unsaturated moisture flow equations with application to evaporation from a water table. Soil Sci 85:228–232

    Article  Google Scholar 

  • Kämpf M, Holfelder T, Montenegro H (2003) Identification and parameterization of flow processes in artificial in capillary barriers. Water Resour Res 39:SBH 2-1–SBH 2-9

    Article  Google Scholar 

  • Morel-Seytoux HJ (1994) Steady-state effectiveness of a capillary barrier on a sloping interface. In: Morel-Seytoux HJ (ed) 14th Hydrology Days. Hydrology Days Publications, Atherton, CA, pp 335–346

    Google Scholar 

  • Morel-Seytoux HJ, Khanji J (1974) Derivation of an equation of infiltration. Water Resour Res 10(4):795–800

    Google Scholar 

  • Morel-Seytoux HJ, Meyer PD, Nachabe M, Touma J, Van Genughten MT, Lenhard RJ (1996) Parameter equivalence for the Brooks-Corey and van Genuchten soil characteristics: preserving the effective capillary drive. Water Resour Res 32:1251–1258

    Article  Google Scholar 

  • Philip JR (1969) Theory of infiltration. Adv Hydrosci 5:215–296

    Google Scholar 

  • Ricard JF, Aubertin M, Firlotte FW, Knapp R, Mcmullen J (1997) Design and construction of a dry cover made of tailings for the closure of Les Terrains Aurifères site, Malalrtic, Québec, Canada. In: Proceedings of the 4th International Conference on Acid Rock Drainage (ICARD), Vancouver, Canada, 31 May–6 June, vol 4, pp 1515–1530

  • Rijtema PE (1965) An analysis of actual evapotranspiration. Rep. 659, Cent. for Agri. Publ. and Doc., Wageningen, Netherlands, 107 p

  • Steenhuis TS, Parlange J-Y, Kung K-JS (1991) Comment on “The diversion capacity of capillary barriers” by Benjamin Ross. Water Resour Res 27(8):2155–2156

    Article  Google Scholar 

  • Stormont JC (1995) The effect of constant anisotropy on capillary barrier performance. Water Resour Res 31:783–785

    Article  Google Scholar 

  • Stormont JC (1996) The effectiveness of two capillary barriers on a 10% slope. Geotech Geol Eng 14:243–267

    Article  Google Scholar 

  • Warrick AW, Wierenga PJ, Pan L (1997) Downward water flow through sloping layers in the vadose zone: analytical solutions for diversions. J Hydrol 192:321–337

    Article  Google Scholar 

  • Zhan G, Aubertin M, Mayer A, Burke K, McMullen J (2001a) Capillary cover design for leach pad closure. SME Trans 1:104–110

    Google Scholar 

  • Zhan G, Mayer A, McMullen J, Aubertin M (2001b) Slope effect study on the capillary cover design for a spent leach pad. Proceedings of the 8th international conference tailings and mine waste’01. Colorado State University, Forth Collins, Co, A.A. Balkema Rotterdam, The Netherlands, pp 179–187

  • Zhan G, Schafer W, Milczarek M, Myers K, Giraudo J, Espell R (2006) The evolution of evapotranspiration cover system at Barrick Goldstrike Mines. Proceedings of the 7th international conference on acid rock drainage, ICARD 06, Society of Mining Engineering (SME), St. Louis, MO, March 26–30, pp 2585–2603

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Correspondence to B. Bussière.

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Paper published in vol 24, pp 689–710 (2006) Discussion submitted April 2007.

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Bussière, B., Aubertin, M. & Zhan, G. Design of Inclined Covers with Capillary Barrier Effect by S.-E. Parent and A. Cabral. Geotech Geol Eng 25, 673–678 (2007). https://doi.org/10.1007/s10706-007-9139-2

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