Advances and remaining challenges for geosynthetics in geoenvironmental engineering applications

Soils and Rocks

Volumn 30, Issue 1, 2007, Pages 3-30

  Rowe, R Kerry ^a  

^a QUEEN S UNIVERSITY   (Canada)

Author keywords

Ageing; Clay leachate interaction; Composite liners; Diffusion; Freeze thaw; Geoenvironmental; Geomembranes; Geosynthetic clay liners; Hydraulic conductivity; Internal erosion; Leakage

Indexed keywords

COST ENGINEERING; ENVIRONMENTAL PROTECTION; GEOMEMBRANES; LEAKAGE (FLUID); STRUCTURAL DESIGN; SUSTAINABLE DEVELOPMENT;

CLAY-LEACHATE INTERACTION; COMPOSITE LINER; FREEZE/THAW; GEOENVIRONMENTAL; GEOENVIRONMENTAL ENGINEERING; GEOSYNTHETIC CLAY LINERS; GEOSYNTHETICS; INTERNAL EROSION; LEACHATES; LEAKAGE;

HYDRAULIC CONDUCTIVITY;

EID: 49349103716     PISSN: 19809743     EISSN: None     Source Type: Journal    
DOI: 10.28927/sr.301003     Document Type: Article

References (117)

1. Abollino, O.; Aceto, M.; Malandrino, M.; Sarzanini, C. & Mentasti, E. (2003) Adsorption of HMs on Na-mont-morillonite. Water Res., v. 37, pp. 1619-1627.
2. Ashmawy, A.; EI-Hajji, D.; Sotelo, N. & Muhammad, N. (2002) Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates. Clays Clay Miner., v. 50:5, pp. 545-551.
3. August, H. & Tatzky, R. (1984) Permeability of commercially available polymeric liners for hazardous landfill leachate organic constituents. Proc. Int. Conf. on Geomembranes, IFAI, Denver, v. 1, pp. 163-168.
4. August, H.; Tatzky-Gerth, R.; Preuschmann, R. & Jakob, I. (1992) Permeationsverhalten von Kombinationsdichtungen bei Deponien und Altlasten Gegenueber Wassergefaehrdenden Stoffen. Project 10203412 of the BMBF, published by BAM, D-12200 Berlin, Germany.
5. th International Conference on Geosynthetics, IFAI, Atlanta, pp. 279-284.
6. Basnett, C.R. & Bruner, R.J. (1993) Clay desiccation of a single-composite liner system. Geosynthetics 93, Vancouver, IFAI, pp. 1329-1340.
7. Bathurst, R.J.; Rowe, R.K.; Zeeb, B. & Reimer, K. (2006) A geocomposite barrier for hydrocarbon containment in the Arctic. International Journal of Geoengineering Case Histories, v. 1:1, pp. 18-34.
8. Bonaparte, R.; Daniel, D. & Koerner, R.M. (2002) Assessment and recommendations for improving the performance of waste containment systems. EPA Report, Co-operative Agreement Number CR-821448-01-0.
9. Brain, E.S. (2000) Evaluation of leachate compatibility to clay soil for three geosynthetic clay liner products. Geotechnical Special Publication, 103, GeoDenver 2000 Congress Advances in Transportation and Geoenvironmental Systems Using Geosynthetics, Denver, pp. 117-128.
10. rd Int. Landfill Symp., Cagliari, pp. 999-1035.
11. Chappel, M.J.; Brachman R.W.I.; Take W.A. & Rowe R.K. (2007) Development of a low altitude aerial photogrammetry technique to quantify geomembrane wrinkles. Geosynthetics 2007, Proc. Environmental Conference, Washington, pp. 293-300.
12. th Int. Landfill Symp., Cagliari, v. 1, pp. 417-432.
13. th International Landfill Symposium, S. Margherita di Pula, pp. 437-452.
14. Cooper, C.; Jiang, J.Q. & Ouki, S. (2002) Preliminary evaluation of polymeric Fe & Al modified clays as adsorbents for heavy metal removal in water treatment. J. Chem. Tech. Biotechnol., v. 77, pp. 546-551.
15. Corser, P.; Pellicer, J. & Cranston, M. (1992) Observations on long-term performance of composite clay liners and covers. Geotech. Fabrics Report, Nov., pp. 6-16.
16. Daniel, D.E.; Shan, H.Y. & Anderson, J.D. (1993) Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner. Proc. Geosynthetics 93, Industrial Fabrics Association International, St. Paul, Minn., v. 3, pp. 1483-1496.
17. Dickinson, S. & Brachman R.W.I. (2006) Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel. Geotextiles and Geomembranes, v. 24:5, pp. 285-298.
18. Dobras, T.N. & Elzea, J.M. (1993) In-situ soda ash treatment for contaminated Geosynthetic Clay Liners, Proc. Geosynthetics 93, Industrial Fabrics Association International, St. Paul, pp. 1145-1160.
19. Egloffstein, T. (2001) Natural bentonites -influence of the ion exchange and partial desiccation on permeability and self-healing capacity of bentonites used in GCLs. Geotextiles and Geomembranes, v. 19, pp. 427-444.
20. Egloffstein, T. (2002) Bentonite as sealing material in geosynthetic clay liners - Influence of the electrolytic concentration, the ion exchange and ion exchange with simultaneous partial desiccation on permeability. Zanzinger, H.; Koerner, R. & Gartung, E. (eds) Clay Geosynthetic Barriers, Swets and Zeitlinger, Lesse, pp. 141-153.
21. Eloy-Giorni, C.; Pelte, T.; Pierson, P. & Margarita, R. (1996) Water diffusion through geomembranes under hydraulic pressure. Geosynthetics Int., v. 3:6, pp. 741-769.
22. Felon, R.; Wilson, P.E. & Janssens, J. (1992) Résistance mécanique des membranes d'étanchéité. membranes armées en théorie et en pratique. In: Vade Mecum Pour la Réalisation des Systèmes d'Étanchéité Drainage Artificiels Pour les Sites d'Enfouissement Technique en Wallonie. Journées d'Études ULg 92.
23. Giroud, J.P. (1997) Equations for calculating the rate of liquid migration through composite liners due to geomembrane defects. Geosynthetics Int. v. 4:3-4, p. 335-348.
24. Giroud, J.P. & Bonaparte, R. (1989) Leakage through liners constructed with geomembranes - Part II. Composite liners. Geotextiles and Geomembranes, v. 8:2, pp. 71-111.
25. Giroud, J.P. & Morel, N. (1992) Analysis of geomembrane wrinkles. Geotextile and Geomembranes, v. 11:3, pp. 255-276 (Erratum: 1993, v. 12:4, pp. 378).
26. Giroud, J-P & Soderman, K.L. (2000) Criterion for acceptable bentonite loss from a GCL Incorporated into a liner system. Gesynthetics International, v. 7:4-6, pp. 529-581.
27. Giroud, J.P. & Touze-Foltz, N. (2005) Equations for calculating the rate of liquid flow through geomembrane defects of uniform width and finite or infinite length. Geosynthetics International, v. 12:4, pp. 191-204.
28. Gudina, S. & Brachman, R.W.I. (2006a) Physical response of geomembrane wrinkles overlying compacted clay. Journal of Geotechnical and Geoenvironmental Engineering, v. 132:10, pp. 1346-1353.
29. Gudina, S. & Brachman, R.W.I. (2006b) Effect of boundary conditions on deflection of GM wrinkles in a GM/GCL composite liner. Proc. 8th International Geosynthetics Conference, Yokohama, pp. 255-258.
30. Guyonnet, D.; Gaucher, E.; Gaboriau, H.; Pons, C.; Clinard, C.; Norotte, V. & Didier, G. (2005) Geosynthetic clay liner interaction with leachate: Correlation between permeability, microstructure, and surface chemistry. Journal of Geotechnical and Geoenvironmental Engineering, v. 131:6, pp. 740-749.
31. Harpur, W.A.; Wilson-Fahmy, R.F. & Koerner, R.M. (1993) Evaluation of the contact between geosynthetic clay liners and geomembranes in terms of transmisivity. GRI Seminar on Geosynthetic Liner Systems, Philadelphia, IFAI, pp. 143-154.
32. Haxo Jr., H.E. & Lahey, T. (1988) Transport of dissolved organics from dilute aqueous solutions through flexible membrane liner. Haz. Waste & Hazardous Materials, v. 5, pp. 275-294.
33. Heibrock, G. (1997) Desiccation cracking of mineral sealing liners. Proc. 6th Int. Landfill Symp., Cagliari, v. 3, pp. 101-113.
34. Hewitt, R.D. & Daniel, D. E. (1997) Hydraulic conductivity of geosynthetic clay liners after freeze-thaw. Journal of Geotechnical and Geoenvironmental Engineering, v. 123:4, pp. 305-313.
35. Hsuan Y.G. & Koerner R.M. (1998) Antioxidant depletion lifetime in high density polyethylene geomembranes. J. Geotech. Geoenv. Eng., v. 124:6, pp. 532-541.
36. Huang, C.H.; Wu, C.K. & Sun, P.C. (1999) Removal of heavy metals from plating wastewater by crystallization/precipitation of gypsum. J. Chin. Chem. Soc., v. 46:4, pp. 633-638.
37. Islam, M.Z. & Rowe, RX (2007) Leachate composition and antioxidant depletion from HDPE geomembranes. Geosynthetics 2007, Proc. Environmental Conference, Washington, pp. 147-159.
38. James, A.; Fullerton, D. & Drake, R. (1997) Field performance of GCL under ion exchange conditions. J. of Geotechnical and Geoenvironmental Engineering, v. 123, pp. 897-901.
39. Jo, H.; Katsumi, T.; Benson, C. & Edil, T. (2001) Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions. J. of Geotechnical and Geoenvironmental Engineering, v. 127, pp. 557-567.
40. Jo, H.; Benson, C. & Edil, T. (2004) Hydraulic conductivity and cation exchange in non-prehydrated and prehydrated bentonite permeated with weak inorganic salt solutions. Clays and Clay Minerals, v. 52:6, pp. 661-679.
41. Jo, H.-Y.; Benson, C.H., Shackelford, C.D.; Lee, J.-M. & Edil, T.B. (2005) Long-term hydraulic conductivity of a geosynthetic clay liner (GCL) permeated with inorganic salt solutions. Journal of Geotechnical and Geoenvironmental Engineering Engineering, v. 131:4, pp. 405-417.
42. Jo, H.; Benson, C. & Edil, T. (2006) Rate-limited cation exchange in thin bentonitic barrier layers. Canadian Geotechnical J., v. 43, pp. 370-391.
43. Katsumi, T. & Fukagawa, T. (2005) Factors affecting the chemical compatibility and the barrier performance of GCLs. Proc. 16th ICSMGE, Osaka, pp. 2285-2288.
44. Klein, R.; Baumann T.; Kahapka E. & Niessner R. (2001) Temperature development in a modern municipal solid waste incineration (MSWI) bottom ash landfill with regard to sustainable waste management. Journal of Hazardous Materials, v: B83, pp. 265-280.
45. Kodikara, J.K.; Rahman, F. & Barbour, S.L. (2002) Towards a more rational approach to chemical compatibility testing of clay. Canadian Geotechnical Journal, v. 39, pp. 597-607.
46. Koerner, G.R. & Koerner R.M. (2006) Long-term temperature monitoring of geomembranes at dry and wet landfills. Geotextiles and Geomembranes, v. 24:1, pp. 72-77.
47. Koerner, R.M.; Wilson-Fahmy, R.F. & Narejo, D. (1996) Puncture protection of geomembranes. Part III: Examples. Geosynthetics International, v. 3:5, pp. 655-675.
48. Kolstad, D.C.; Benson, C.H. & Edil, T.B. (2004) Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering, v. 130:12, pp. 1236-1249.
49. Kraus, F.J.; Benson, H.C.; Erickson, E.A. & Chamberlain, J.E. (1997) Freeze - Thaw cycling and hydraulic conductivity of bentonite barriers. Journal of Geotechnical and Geoenvironmental Engineering, v. 123:3, pp. 229-238.
50. Lake, C.B. & Rowe, R.K. (2000) Diffusion of sodium and chloride through geosynthetic clay liners. Geotextiles and Geomembranes, v. 18:2, pp. 102-132.
51. Lake, C.B. & Rowe, R.K. (2004) Volatile organic compound (VOC) diffusion and sorption coefficients for a needlepunched GCL. Geosynthetics Int., v. 11:4, pp. 257-272.
52. Lange, K.; Rowe, R.K. & Jamieson, H. (2004) Metal migration in geosynthetic clay liners. Proc. 57th Canadian Geotechnical Conference, Quebec City, Section 3D, pp. 15-22.
53. Lange, K.; Rowe, R.K. & Jamieson, H. (2005) Attenuation of heavy metals by geosynthetic clay liners. Proc. Geo-Frontiers Conference, Austin, Paper GRI-18, 8 p., CDROM.
54. Lange, K.; Rowe, R.K. & Jamieson, H. (2007) Metal retention in geosynthetic clay liners following permeation by different mining solutions. Geosynthetics International, (in review).
55. Lee, J.-M. & Shackelford, C.D. (2005) Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, v. 131:1, pp. 64-77.
56. Legge, K.R. & Davies, P.L. (2002) An appraisal of the performance of geosynthetics material used in waste disposal facilities in South Africa. WasteCon 2002, Durban, 12 p., CD-ROM.
57. Li, L.Y. & Li, F. (2001) Heavy metal sorption and hydraulic conductivity studies using three types of bentonite admixes. Journal of Environmental Engineering, v. 127, pp. 420-429.
58. McKelvey, J.A. (1997) Geosynthetic Clay Liners in Alkaline Environments. Testing and Acceptance Criteria for GCLs, ASTM STP 1308. Well, Larry W. (ed), ASTM, West Conshohocken, pp. 139-149.
59. Melchior, S. (1997) In-situ studies on the performance of landfill caps. Proc. International Containment Technology Conference, Florida State University, Tallahassee, pp. 365-373.
60. Melchior, S. (2002) Field studies and excavations of geosynthetic clay barriers in landfill covers. Zanzinger, H.; Koerner. R. & Gartung, E. (eds) Clay Geosynthetic Barriers. Swets and Zeitlinger, Lesse, pp. 321-330.
61. Mazzieri, F. & Pasqualini, E. (2000) Permeability of damaged geosynthetic clay liners. Geosynthetics International, v. 7:2, pp. 101-118.
62. Mueller, W. & Jacob, I. (2003) Oxidative resistance of HDPE. Polymer Degradation and Stability, v. 79, pp. 161-172.
63. Müller, W.; Jakob, R.; Tatzky-Gerth, R. & August, H. (1998) Solubilities, diffusion and partitioning coefficients of organic pollutants in HDPE geomembranes: Experimental results and calculations. Proc. 6th Int. Conf. on Geosynthetics, Atlanta, IFAI, pp. 239-248.
64. Narejo, D.; Koerner, R.M. & Wilson-Fahmy, R.F. (1996) Puncture protection of geomembranes Part II: Experimental. Geosynthetics International, v. 3:5, pp. 629-653.
65. Nosko, V. & Touze-Foltz, N. (2000) Geomembrane liner failure: Modeling of its influence on contaminant transfer. Proc. 2nd European Geosynthetics Conf., Bologna, p. 557-560.
66. Olsen, H.W. (1961) Hydraulic Flow Through Saturated Clays. D.Sc. Thesis, Massachusetts Institute of Technology, Cambridge.
67. Osawa, Z. & Saito, T. (1978) The effects of transition metal compounds on the thermal oxidative degradation of polypropylene in solution. In: Stabilisation and Degradation of Polymers, Advances in Chemistry, Series 169. Am. Chem. Soc., Washington, DC, pp. 2897-2907.
68. Othman M.A.; Bonaparte, R. & Cross, B.A. (1996) Preliminary results of study of composite liner field performance. Proc. 10th GRI Conf.: Field Performance of Geosynthetics and Geosynthetic Related Systems. Drexel University: Philidelphia, pp. 110-137.
69. Pelte, T.; Pierson, P. & Gourc, J.P. (1994) Thermal analysis of geomembranes exposed to solar radiation. Geosynthetics Int., v. 1:1, pp. 21-44.
70. Petrov, R.J. & Rowe, R.K. (1997) Geosynthetic clay liner compatibility by hydraulic conductivity testing: Factors impacting performance. Canadian Geotechnical Journal, v. 34:6, pp. 863-885.
71. Petrov, R.J.; Rowe, R.K. & Quigley, R.M. (1997) Selected factors influencing GCL hydraulic conductivity. Journal of Geotechnical and Geoenvironmental Engineering, v. 123:8, pp. 683-695.
72. Podgorney R.K. & Bennett J.E. (2006) Evaluating the long-term performance of geosynthetic clay liners exposed to freeze-thaw. J. Geotech. Geoenviron. Eng., v. 132:2, pp. 265-268.
73. Reddy, K.R.; Bandi, S.R.; Rohr, J.J.; Finy, M. & Siebken, J. (1996) Field evaluation of protective covers for landfill geomembrane liners under construction loading. Geosynthetics International, v. 3:6, pp. 679-700.
74. Rowe, R.K. (1998) Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste. Keynote Lecture, Proc. Sixth International Conference on Geosynthetics, Atlanta, v. 1, pp. 27-103, Industrial Fabrics Association International, St Paul. (This paper can be downloaded from www.geoeng.ca).
75. Rowe, R.K. (2005) Long-term performance of contaminant barrier systems. 45th Rankine Lecture. Geotechnique, v. 55:9, pp. 631-678.
76. Rowe, R.K. (2006) Some factors affecting geosynthetics used for geoenvironmental applications. Keynote Lecture, 5th International Conference on Environmental Geotechnics, Cardiff, v. 1, pp. 43-69.
77. Rowe, R.K. & Orsini, C. (2003) Effect of GCL and subgrade type on internal erosion in GCLs. Geotextiles and Geomembrane, 21:1, pp. 1-24.
78. Rowe, R.K. & Hoor, A. (2007) Temperature of secondary liners in municipal solid waste landfills. Geosynthetics 2007, Proc. Environmental Conference, Washington, pp. 132-146.
79. Rowe, R.K. & Rimal, S. (2007) Depletion of antioxidant from HDPE geomembrane in a composite liner. Journal of Geotechnical and Geoenvironmental. Engineering (in press).
80. Rowe, R.K.; Mukunoki, T.; Li, H.M. & Bathurst R.J. (2004a) Effect of freeze-thaw on the permeation of arctic diesel through a GCL. Journal of ASTM International, v: 1:2, pp. 134-146. Available online: www. astm.org; 1 February 2004, 10 p. This was also published by ASTM in hardcopy in Advances in: Geosynthetic Clay Liner Technology R.E. Mackey & von Maubeuge, K. (eds).
81. Rowe, R.K.; Quigley, R.M.; Brachman, R.W.I. & Booker, J.R. (2004b) Barrier Systems for Waste Disposal Facilities. Taylor & Francis Books Ltd (E & FN Spon), London, 587 p.
82. Rowe, R.K.; Hurst, P. & Mukunoki, T. (2005a) Permeating partially hydrated GCLs with jet fuel at temperatures from -20 °C and 20 °C. Geosynthetics International, 12:6, pp. 333-343.
83. Rowe, R.K.; Mukunoki, T. & Sangam, P.H. (2005b) BTEX diffusion and sorption for a geosynthetic clay liner at two temperatures. Journal of Geotechnical and Geoenvironmental Engineering, v. 131:10, pp. 1211-1221.
84. Rowe, R.K.; Mukunoki, T.; Bathurst, R.J.; Rimal, S.; Hurst, P. & Hansen, S. (2005c) The performance of a composite liner for retaining hydrocarbons under extreme environmental conditions. Geofrontiers 2005, Austin, 17 p, CD-Rom.
85. Rowe, R.K.; Mukunoki, T. & Bathurst, R.J. (2006) Compatibility with Jet A-1 of a GCL subjected to freeze-thaw cycles. Journal of Geotechnical and Geoenvironmental Engineering, v. 132:12, pp. 1519-1643.
86. Rowe, R.K.; Mukunoki, T. & Bathurst, R.J. (2007a) Hydraulic conductivity to Jet-A1 of GCLs subjected to up to 100 freeze-thaw cycles. Geoengineering Centre at Queen's-RMC Research report.
87. Rowe, R.K.; Mukunoki, T.; Bathurst, R.J.; Rimal, S.; Hurst, P. & Hansen, S. (2007b) Performance of a geocomposite liner for containing Jet A-1 spill in an extreme environment. Geotextiles and Geomembranes (in press).
88. Rowe, R.K.; Sangam, H.P. & Lake, C.B. (2003) Evaluation of an HDPE geomembrane after 14 years as a leachate lagoon liner. Canadian Geotechnical Journal, v. 40:3, pp. 536-550.
89. Ruhl, J.L. & Daniel, D.E. (1997) Geosynthetic clay liners permeated with chemical solutions and leachates. Journal of Geotechnical and Geoenvironmental Engineering, v. 123:4, pp. 369-380.
90. Sangam, H.P. & Rowe, R.K (2001) Migration of dilute aqueous organic pollutants through HDPE geomembranes. Geotextiles and Geomembranes, v. 19:6, pp. 329-357.
91. Sangam, H.P. & Rowe, R.K. (2002) Effects of exposure conditions on the depletion of antioxidants fro high-density polyethylene (HDPE) geomembranes. Canadian Geotechnical Journal, v. 39:6, p. 1221-1230.
92. Sangam, H.P. & Rowe, R.K (2005) Effect of surface fluorination on diffusion through an HDPE geomembrane. Journal of Geotechnical and Geoenvironmental Engineering, v. 131:6, p. 694-704.
93. Schubert, W.R. (1987) Bentonite matting in composite lining systems. Geotechnical Practice for Waste Disposal 87, Woods, R.D. (ed), ASCE, New York, p. 784-796.
94. Shackelford, C.D. (2005) Environmental issues in geotechnical engineering. Proc. 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, p. 12-16, Millpress, Rotterdam, v. 1, p. 95-122.
95. Shackelford, C.; Benson, C.; Katsumi, T. & Edil, T. (2000) Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids. Geotextiles and Geomembranes, v: 18:2-3, pp. 133-161.
96. Shan, H.Y. & Daniel, D.E. (1991) Results of laboratory tests on a geotextile/bentonite liner material. Proc. Geosynthetics 91, Industrial Fabrics Association International, St. Paul, v. 2, pp. 517-535.
97. Shan, H. & Lai, Y. (2002) Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotextile and Geomembranes, v. 20, pp. 19-38.
98. Shaner, K.R. & Menoff, S.D. (1992) Impacts of bentonite geocomposites on geonet drainage. Geotextiles and Geomembranes, v: 11:4-6, pp. 503-512.
99. Soong, T.Y. & Koerner, R.M. (1998) Laboratory study of high density polyethylene geomembrane waves. Proc. 6th Int. Conf. on Geosynthetics, Atlanta, IFAI, pp. 301-306.
100. Southen, J.M. (2005) Thermally Driven Moisture Movement Within and Beneath Geosynthetic Clay Liner. PhD Thesis, University of Western Ontario, 320 p.
101. Southen, J.M. & Rowe, R.K. (2004) Investigation of the behavior of geosynthetic clay liners subjected to thermal gradients in basal liner applications. J. of ASTM International, v. 1: 2 ID JAI11470, Available online: www.astm.org; 13 p. Also ASTM: Advances in Geosynthetic Clay Liner Technology. Mackey, R.E. & von Maubeuge, K. (eds), p. 121-133.
102. Southen, J.M. & Rowe, R.K. (2005) Laboratory investigation of GCL desiccation in a composite liner subjected to thermal gradients. J. Geotech. Geoenv. Eng., v. 131:7, pp. 925-935.
103. Stam, T.G. (2000) Geosynthetic clay liner field performance. Proc. 14th GRI Conference, Las Vegas, pp. 242-254.
104. Stichbury, M.K.; Bain, J.G.; Blowes, D.W. & Gould, W.D. (2000) Microbially mediated reductive dissolution of arsenic-bearing minerals in a gold mine tailings impoundment. ICARD 2000, Proc. 5th International Conf. on Acid Rock Drainage, v. 1, pp. 97-106.
105. Stone, J.L. (1984) Leakage monitoring of the geomembrane for proton decay experiment. Int. Conf. on Geomembranes, Denver, v. 2, pp. 475-480.
106. Thiel, R. & Richardson, G.N. (2005) Concern for GCL Shrinkage when installed on slopes. ASCE GeoFrontiers C, Austin, Paper GRI-18, 7 p., CD-ROM.
107. Thiel, R. & Smith, M.E. (2004) State of the practice review of heap leach pad design issues. Geotextiles and Geomembranes, v. 22:6, pp. 555-568.
108. Thiel, R.; Giroud, J.P.; Erickson, R.; Criley, K. & Bryk, J. (2006) Laboratory measurements of GCL shrinkage under cyclic changes in temperature and hydration conditions. Proc. 8th International Geosyntheics Conference, Yokohama, pp. 157-162.
109. Tognon, A.R.; Rowe, R.K. & Moore, I.D. (2000) Geomembrane strain observed in large-scale testing of protection layers. J. Geotech. Geoenv. Eng., v. 126:12, pp. 1194-1208.
110. Touze-Foltz, N. & Giroud, J.P. (2005) Empirical equations for calculating the rate of liquid flow through composite liners due to large circular defects in the geomembrane. Geosynthetics International, v. 12:4, pp. 205-207.
111. Touze-Foltz, N.; Schmittbuhl, J. & Memier, M. (2001) Geometric and spatial parameters of geomembrane wrinkles on large scale model tests. Geosynthetics 2001, Portland, pp. 715-728.
112. Viebke, J.; Elble, E.; Ifwarson, M. & Gedde, U.W. (1994) Degradation of unstabilized medium-density polyethylene pipes in hot-water applications. Polymer Eng. and Science, v. 34:17, pp. 1354-1361.
113. Wilson-Fahmy, R.F.; Narejo, D. & Koerner, R.M. (1996) Puncture protection of geomembranes Part I: Theory. Geosynthetics International, v. 3:5, pp. 605-628.
114. Workman J.P. (1993) Interpretation of leakage rates in double lined systems. Proc. 7th GRI Conf.: Geosynthetic Liner Systems. Drexel University, Philidelphia, pp. 91-108.
115. Wisse, J.D.M.; Broos, C.J.M. & Boels, W.H. (1990) Evaluation of the life expectancy of polypropylene geotextiles used in bottom protection structures around the Ooster Schelde storm surge barrier: A case study. Proc. 2nd Int. Conf. on Geotextiles, Las Vegas, v. 1, pp. 283-288.
116. Yong, R.N. (2001) Geo-environmental Engineering, 1st ed, CRC Press LLC, 320 p.
117. Yoshida, H. & Rowe, R.K. (2003) Consideration of landfill liner temperature. Proc. 9th. Int. Landfill Sym., Cagliari, Italy, CD-ROM.