Assessment of the performance of engineered waste containment barriers

Assessment of the Performance of Engineered Waste Containment Barriers

Volumn , Issue , 2007, Pages 1-121

[No Author Info available]

Author keywords

[No Author keywords available]

Indexed keywords

CONSERVATION; ENVIRONMENTAL REGULATIONS; NATURAL RESOURCES; TOXIC MATERIALS;

CONTAINMENT SYSTEMS; CURRENT REGULATIONS; FUTURE ASSESSMENT; INTEREST GROUPS; RESOURCE CONSERVATION AND RECOVERY ACT; STATE OF EMERGENCY; WASTE CONTAINMENT BARRIERS; WASTE CONTAINMENT SYSTEMS;

WASTE DISPOSAL;

EID: 85052723338     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.17226/11930     Document Type: Book

References (362)

1. Abichou, T., Powelson, D., Chanton, J., Escoriaza, S., and Stern, J. (2006). Characterization of methane flux and oxidation at a solid waste landfill. Journal of Environmental Engineering, 132(2):220-228.
2. Aboveground Tank Update. (1992). Sodium bentonite liner found degraded at New York site. Aboveground Tank Update, pp. 1, 17-18.
3. ACI (American Concrete Institute). (2006). Causes, Evaluation and Repair of Cracks in Concrete Structures. ACI 224.1R-93, ACI Manual of Concrete Practice, Farmington Hills, MI, 20 pp.
4. Albrecht, B., and Benson, C. (2001). Effect of desiccation on compacted natural clays. Journal of Geotechnical and Geoenvironmental Engineering, 127(1):67-76.
5. Albrecht, B., and Benson, C. (2002). Closure to discussions of "Effect of desiccation on compacted natural clays." Journal of Geotechnical and Geoenvironmental Engineering, 128(4):357-360.
6. Albright, W.H., Benson, C.H., Gee, G.W., Roesler, A.C., Abichou, T., Apinmantragoon, P., Lyles, B.F., and Rock, S.A. (2004). Field water balance of landfill covers. Journal of Environmental Quality, 33(6):2317-2332.
7. Albright, W.H., Benson, C.H., Gee, G.W., Abichou, T., McDonald, E.V., Tyler, S.W., and Rock, S.A. (2006). Field performance of a compacted clay landfill final cover at a humid site. Journal of Geotechnical and Geoenvironmental Engineering, 132:1393-1403.
8. Anderson, D.C., and Jones, S.G. (1983). Clay barrier-leachate interaction. In National Conference on Management of Uncontrolled Hazardous Waste Sites, October 31-November 2, 1983, Washington, DC, Hazardous Materials Control Research Institute, Silver Spring, MD, pp. 154-160.
9. Ashmawy, A.K., El-Hajji, D., Sotelo, N., and Muhammad, N. (2002). Hydraulic performance of untreated and polymer-treated bentonite in inorganic landfill leachates. Clays and Clay Minerals, 50(5):546-552.
10. Asphalt Institute (1976). Asphalt in Hydraulics. Manual Series No. 12, College Park, MD, 68 pp.
11. ASTM (American Society for Testing and Materials). (1988). Standard test method for infiltration rate of soils in field using double-ring infiltrometers. ASTM D 3385, West Conshohocken, PA.
12. ASTM. (1993). Standard classification of soils for engineering purposes. ASTM D 2487, West Conshohocken, PA.
13. ASTM. (1994). Standard test method for large scale hydrostatic puncture testing of geosynthetics. ASTM D 5514, West Conshohocken, PA.
14. ASTM. (2002). Test method for evaluation of hydraulic properties of geosynthetic clay liners permeated with potentially incompatible liquids. ASTM D 6766, West Conshohocken, PA.
15. ASTM. (2006). Standard test method for hydraulic conductivity compatibility testing of soils with aqueous solutions. ASTM D 7100, West Conshohocken, PA.
16. Atkinson, A., and Hearne, J.A. (1989). Mechanistic model for the durability of concrete barriers exposed to sulfate-bearing groundwaters. In Scientific Basis for Nuclear Waste Management XIII , V.M. Oversby and P.W. Brown, eds. Materials Research Society, Pittsburgh, PA, pp. 149-156.
17. August, H., Holzlohner, U., and Meggyes, T., eds. (1997). Advanced Landfill Liner Systems. Thomas Telford, London, 400 pp.
18. Barone, F.S., Costa, J.M.A., King, K.S., Edelenbos, M., and Quigley, R.M. (1993). Chemical and mineralogical assessment of in situ clay liner Keele Valley Landfill, Maple, Ontario. In Proceedings of the Joint CSCE-ASCE National Conference on Environmental Engineering, July 12-14, Montreal, Canada. Canadian Society for Civil Engineering, Montreal, Canada, pp. 1563-1572.
19. Barone, F.S., Costa, J.M.A., and Ciardullo, L. (2000). Temperatures at the base of a municipal solid waste landfill. In Proceedings of the Sixth Canadian Environmental Engineering Conference, June 7-10, London, Ontario. Canadian Society for Civil Engineering, Montreal, Canada, pp. 41-48.
20. Bell, C.A., and Sonsnovske, D. (1994). Aging: Binder Validation. Strategic Highway Research Program SHRP-A-384 Report, National Research Council, Washington, DC, 81 pp.
21. Bell, C.A., AbWahab, Y., Cristi, M.E., and Sonsnovske, D. (1994). Selection of Laboratory Aging Procedures for Asphalt-Aggregate Mixtures. Strategic Highway Research Program SHRP-A-383 Report, National Research Council, Washington, DC, 91 pp.
22. Bennett, P.J., Longstaffe, F.J., and Rowe, R.K. (2000). The stability of dolomite in landfill leachate collection systems. Canadian Geotechnical Journal, 37(2):371-378.
23. Benson, C.H. (1999). Final covers for waste containment systems: A North American perspective. In Proceedings of the XVII Conference of Geotechnics of Torino, Control and Management of Subsoil Pollutants, November 23-25, Torino, Italy. Italian Geotechnical Society, Torino, Italy, pp. 1-32.
24. Benson, C.H. (2001). Waste containment: Strategies and performance. Australian Geomechanics, 36(4):1-24.
25. Benson, C.H. (2002). Containment systems: Lessons learned from North American failures. In Proceedings of the Fourth International Congress on Environmental Geotechnics, vol. 2, August 11-15, Rio de Janeiro, Brazil, L.G. de Mello and M. Almeida, eds. Swets & Zeitlinger, Lisse, The Netherlands, pp. 1095-1112.
26. Benson, C., and Boutwell, G. (1992). Compaction control and scale- dependent hydraulic conductivity of clay liners. In Proceedings of the 15 th International Madison Waste Conference, September 23-24, 1992, Madison, WI. University of Wisconsin, Madison, pp. 62-83.
27. Benson, C.H., and Dwyer, S.F. (2006). Material stability and applications. In Barrier Systems for Environmental Contaminant Containment and Treatment, C.C. Chien, H.I. Inyang, and L.G. Everett, eds., CRC Press, Boca Raton, FL, pp. 143-207.
28. Benson, C.H., and Edil, T.B. (2004). Comment on: A polymer membrane containing Fe0 as a containment barrier. Environmental Science and Technology, 38(19):5263.
29. Benson, C., and Khire, M. (1995). Earthen covers for semi-arid and arid climates, landfill closures. In Landfill Closures-Environmental Protection and Land Recovery, R.J. Dunn and U.P. Singh, eds. Geotechnical Special Publications No. 53, American Society of Civil Engineers, New York, pp. 201-217.
30. Benson, C., and Khire, M. (1997). Earthen materials in surface barriers. In Barrier Technologies for Environmental Management. National Academy Press, Washington, DC, pp. D79-D89.
31. Benson, C.H., and Othman, M. (1993). Hydraulic conductivity of compacted clay frozen and thawed in place. Journal of Geotechnical Engineering, 119(3):276-294.
32. Benson, C.H., Tinjum, J.M., and Hussin, C.J. (1995). Leakage rates through geomembranes containing holes. In Proceedings, Geosynthetics 1995 , vol. 2, February, Nashville, TN, Industrial Fabrics Association International, St. Paul, MN, pp. 745-758.
33. Benson, C.H., Daniel, D.E., and Boutwell, G.P. (1999). Field performance of compacted clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 125(5):390-403.
34. Benson, C., Abichou, T., Albright, W., Gee, G., and Roesler, A. (2001). Field evaluation of alternative earthen final covers. International Journal of Phytoremediation, 3(1):105-127.
35. Benson, C., Tipton, R., Kumthekar, U., and Chiou, J. (2003). Web-based remote monitoring system for long-term stewardship of a low-level radioactive waste landfill. In Proceedings of the Ninth International Conference on Radioactive Waste Management and Environmental Remediation, September 21-25, 2003, Oxford, England. American Society of Mechanical Engineers, New York, S16, pp. 1-6.
36. Benson, C., Sawangsuriya, A., Trzebiatowski, B., and Albright, W. (2007). Post-construction changes in the hydraulic properties of water balance cover soils. Journal of Geotechnical and Geoenvironmental Engineering, 133(4):349-359.
37. Bentz, D.P., and Jensen, O.M. (2004). Mitigation strategies for autogenous shrinkage cracking. Cement and Concrete Composites, 26(6):677-685.
38. Blight, G.E. (2006). The infiltrate-stabilize-evapotranspire or ISE landfill cover. In Unsaturated Soils 2006: Proceedings of the Fourth International Conference on Unsaturated Soils, April 2-5, Carefree, AZ, G.A. Miller, C.E. Zapata, S.L. Houston, and D.G. Fredlund, eds. Geotechnical Special Publication 147, vol. 1, American Society of Civil Engineers, Reston, VA, pp. 753-764.
39. Blümel, W., Müller-Kirchenbauer, A., Reuter, E., Ehrenberg, H., and von Maubeuge, K. (2002). Performance of geosynthetic clay liners in lysimeters. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 287-294.
40. Boardman, B.T., and Daniel, D.E.. 1996. Hydraulic conductivity of desiccated geosynthetic clay liners. Journal of Geotechnical Engineering, 122(3):204-208.
41. Bogner, J.E., Spokas, K.A., and Burton, E.L. (1997). Kinetics of methane oxidation in landfill cover soil: Temporal variations in a whole-landfill oxidation experiment and modeling of net CH4 emissions. Environmental Science and Technology, 31(9):2504-2514.
42. Bohnhoff, G.L. (2005). Water Balance Predictions and Field Data for Water Balance Covers in Semi-Arid Regions. M.S. Thesis, University of Wisconsin, Madison, 179 pp.
43. Bolen, M., Roesler, A., Benson, C., and Albright, W. (2001). Alternative Cover Assessment Program: Phase II Report. Geo-Engineering Report No. 01-10, University of Wisconsin, Madison, 93 pp.
44. Bonaparte, R. (1995). Long-term performance of landfills. In Proceedings, Geoenvironment 2000, February 24-26, New Orleans, LA, Y.B. Acar and D.E. Daniel, eds. Geotechnical Special Publication 46, American Society of Civil Engineers, Reston, VA, pp. 415-553.
45. Bonaparte, R., and Gross, B.A. (1990). Field behavior of double-liner systems. In Proceedings of the Symposium on Waste Containment Systems, November, San Francisco, CA, R. Bonaparte, ed. Geotechnical Special Publication 26, American Society of Civil Engineers, Reston, VA, pp. 52-83.
46. Bonaparte, R., Daniel, D., and Koerner, R. (2002). Assessment and Recommendations for Improving the Performance of Waste Containment Systems. CR-821448-01-0, Environmental Protection Agency, Washington, DC, 1,039 pp.
47. Borjesson, G., Chanton, J., and Svensson, B. (2001). Methane oxidation in two Swedish landfill covers measured with carbon-12 and carbon-13 isotope ratios. Journal of Environmental Quality, 30(2):369-376.
48. Bouazza, A., Zornberg, J.G., and Adams, D. (2002). Geosynthetics in waste containment facilities: Recent advances. In Proceedings of the Seventh International Conference on Geosynthetics, vol. 2, September 22-27, 2002, Nice, France, Ph. Delmas, J.P. Gourc, and H. Girard, eds. Taylor & Francis/Balkema, Leiden, The Netherlands, pp. 445-507.
49. Bouchez, T., Munoz, M.-L., Vessigaud, S., Bordier, C., Aran, C., and Duquennoi, C. (2003). Clogging of MSW landfill leachate collection systems: Prediction methods and in situ diagnosis. In Proceedings of Sardinia '03: The Ninth International Waste Management and Landfill Symposium, October 6-10, Margherita di Pula, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, University of Cagliari, Italy (on CD-ROM).
50. Bowders, Jr., J.J., and Daniel, D.E. (1987). Hydraulic conductivity of compacted clay to dilute organic chemicals. Journal of Geotechnical Engineering, 113(12):1432-1448.
51. Bowders, Jr., J.J., Daniel, D.E., Broderick, G.P., and Liljestrand, H.M. (1986). Methods for testing the compatibility of clay liners with landfill leachate. In Hazardous and Industrial Solid Waste Testing, J.K. Petros, Jr., W.J. Lacy, and R.A. Conway, eds. ASTM STP 886, West Conshohocken, PA, pp. 233-250.
52. Bowders, Jr., J.J., Neupane, D., Loehr, J.E., and Bouazza, A. (2002). Asphalt- geotextile barriers for waste containment. In Proceedings of the Seventh International Conference on Geosynthetics, vol. 2, September 22-27, 2002, Nice, France, Ph. Delmas, J.P. Gourc, and H. Girard, eds. Taylor & Francis/Balkema, Leiden, The Netherlands, pp. 511-514.
53. Bowders, Jr., J.J., Loehr, J.E., Neupane, D., and Bouazza, A. (2003). Construction quality control for asphalt concrete hydraulic barriers. Journal of Geotechnical and Geoenvironmental Engineering, 129(3):219-223.
54. Brachman, R.W.I., and Gudina, S. (2002). A new laboratory apparatus for testing geomembranes under large earth pressures. In Proceedings of the 55 th Canadian Geotechnical and 3rd Joint IAH -CNC and CGS Groundwater Specialty Conferences, October 20-23, Niagara Falls, Ontario, Canada. Canadian Geotechnical Society, Alliston, Ontario, pp. 993-1000.
55. Britton, J.P., Filz, G.M., and Herring, W.E. (2004). Measuring the hydraulic conductivity of soil-bentonite backfill. Journal of Geotechnical and Geoenvironmental Engineering, 130:1250-1258.
56. Britton, J.P., Filz, G.M., and Herring, W.E. (2005a). Slug tests in soilbentonite cutoff walls using a push-in piezometer tip. In Proceedings of the Geo-Frontiers 2005 Congress, January 24-26, 2005, Austin, TX. Geotechnical Special Publications 130-142, American Society of Civil Engineers, Reston, VA.
57. Britton, J.P., Filz, G.M., and Little, J.C. (2005b). The effect of variability in hydraulic conductivity on contaminant transport through soil-bentonite cutoff walls. Journal of Geotechnical and Geoenvironmental Engineering, 131(8):951-957.
58. Brown, L.C., and Shackelford, C.D. (2007). Hydraulic conductivity of a geosynthetic clay liner to a simulated animal waste solution. Transactions of the American Society of Agricultural and Biological Engineers (in review).
59. Brune, M., Ramke, H.G., Collins, H., and Hanert, H.H. (1991). Incrustations process in drainage systems of sanitary landfills. In Proceedings of the Third International Landfill Symposium, October 14-18, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, Cagliari, Italy, pp. 999-1035.
60. Byrne, R.J., Kendall, J., and Brown, S. (1992). Cause and mechanism of failure, Kettleman Hills landfill B-19, Unit IA. In Proceedings of the ASCE Specialty Conference on Performance and Stability of Slopes and Embankments-II , June 28-July 1, 1992, Berkeley, CA. Geotechnical Special Publication 31, American Society of Civil Engineers, Reston, VA, pp. 1188-1215.
61. Caldwell, J.A., and Reith, C.R. (1993). Principles and Practice of Waste Encapsulation. Lewis Publishers, Chelsea, MI, 414 pp.
62. Cartaud, F., Touze-Foltz, N., and Duval, Y. (2005a). Experimental investigation of the influence of a geotextile beneath the geomembrane in a composite liner on leakage through a hole in the geomembrane. Geotextiles and Geomembranes, 23(2):117-143.
63. Cartaud, F., Goblet, P., and Touze-Foltz, N. (2005b). Numerical simulation of the flow in the interface of a composite bottom liner. Geotextiles and Geomembranes, 23(6):513-533.
64. Cartwright, K., and Krapac, I.G. (1990). Construction and performance of a long-term earthen liner experiment. In Waste Containment Systems: Construction, Regulation, and Performance, R. Bonaparte, ed. American Society of Civil Engineers, Reston, VA, pp. 135-155.
65. Chambers, J.E., Ogilvy, R.D., Kuras, O., Cripps, J.C., and Meldrum, P.I. (2002). 3D electrical imaging of known targets at a controlled environmental test site. Environmental Geology, 41:690-704.
66. Chappel, M.J., Brachman, R.W.I., Take, W.A., and Rowe, R.K. (2007). Development of a low altitude aerial photogrammetry technique to quantify geomembrane wrinkles. In Geosynthetics 2007, January 16-19, Washington, DC. Industrial Fabrics Association International, St. Paul, MN.
67. Choi, H., and Daniel, D.E. (2006a). Slug test analysis in vertical cutoff walls. I. Analysis methods. Journal of Geotechnical and Geoenvironmental Engineering, 132:429-438.
68. Choi, H., and Daniel, D.E. (2006b). Slug test analysis in vertical cutoff walls. II. Applications. Journal of Geotechnical and Geoenvironmental Engineering, 132:439-447.
69. Collins, P., Ng, A.S., and Ramanujam, R. (1998). Superfund success: Superfast. Civil Engineering, December:42-45. American Society of Civil Engineers, Reston, VA.
70. Colucci, P., and Lavagnolo, M.C. (1995). Three years field experience in electrical control of synthetic landfill liners. In Proceedings of the Fifth International Landfill Symposium, October 2-6, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, Cagliari, Italy, pp. 437-452.
71. Cooke, A.J., Rowe, R.K., and Rittmann, B.E. (2005). Modeling species fate and porous media effects for landfill leachate flow. Canadian Geotechnical Journal, 42(4):1116-1132.
72. Corser, P., and Cranston, M. (1991). Observations on the performance of composite clay liners and covers. In Proceedings, Geosynthetic Design and Performance, 66 th Annual Symposium, May 24, Vancouver Geotechnical Society, Vancouver, British Columbia, p. 16.
73. County of Riverside. (2004). Internal Report to Regional Water Quality Control Board.
74. Creegan, P.J., and Monismith, C.L. (1996). Asphalt Concrete Water Barriers for Embankment Dams. American Society of Civil Engineers Press, Reston, VA, 185 pp.
75. Crooks, V.E., and Quigley, R.M. (1984). Saline leachate migration through clay: A comparative laboratory and field investigation. Canadian Geotechnical Journal, 21:349-362.
76. Daily, W., and Ramirez, A.L. (2000). Electrical imaging of engineered hydraulic barriers. Geophysics, 65(1):83-94.
77. Daniel, D.E. (1984). Predicting hydraulic conductivity of clay liners. Journal of Geotechnical Engineering, 110(2):285-300.
78. Daniel, D.E. (1989). In situ hydraulic conductivity tests for compacted clay. Journal of Geotechnical Engineering, 115(9):1205-1226.
79. Daniel, D.E. (1990). Summary review of construction quality control for earthen liners. In Waste Containment Systems: Construction, Regulation, and Performance, R. Bonaparte, ed. American Society of Civil Engineers, Reston, VA, pp. 175-189.
80. Daniel, D.E., and Gilbert, R.B. (1996). Practical methods for managing uncertainties for geosynthetic clay liners. In Uncertainty in the Geologic Environment: From Theory to Practice, Proceedings of Uncertainty '96 , July 31-August 3, Madison, WI. American Society of Civil Engineers, New York, pp. 1331-1346.
81. Daniel, D.E., Shan, H.-Y., and Anderson, J.D. (1993). Effects of partial wetting on the performance of the bentonite component of a geosynthetic clay liner. In Proceedings, Geosynthetics 1993 , vol. 3, April, Vancouver, British Columbia. Industrial Fabrics Association International, St. Paul, MN, pp. 1483-1496.
82. Daniel, D.E., Bowders, J.J., and Gilbert, R.B. (1997). Laboratory hydraulic conductivity testing of GCLs in flexible-wall permeameters. In Testing and Acceptance Criteria for Geosynthetic Clay Liners, L.W. Well, ed. ASTM STP 1308, West Conshohocken, PA, pp. 208-227.
83. Daniel, D.E., Koerner, R.M., Bonaparte, R., Landreth, R.E., Carson, D.A., and Scranton, H.B. (1998). Slope stability of geosynthetic clay liner test plots. Journal of Geotechnical and Geoenvironmental Engineering, 124(7):628-637.
84. Daniels, J.J., Allred, B., Binlay, A., LaBrecque, D., and Alumbaugh, D. (2005). Hydrogeophysical case studies in the vadose zone. In Hydrogeophysics, Y. Rubin and S. Hubbard, eds. Water and Science Technology Library, vol. 50, Springer, Dordrecht, The Netherlands, pp. 413-440.
85. Della Porta, C., Barresi, F., and Tresso, G. (2005). Tests of durability: Effect of wetting-drying and freezing-thawing cycles on index flux and hydraulic conductivity of GCLs. In Proceedings of Sardinia '05: The Tenth International Waste Management and Landfilling Symposium, October 3-7, Environmental Sanitary Engineering Centre, University of Cagliari, Italy, 9 pp. (on CD ROM).
86. Desaulniers, D.D., Cherry, J.A., and Fritz, P. (1981). Origin, age and movement of pore water in argillaceous quaternary deposits at four sites in southwestern Ontario. Journal of Hydrology, 50:231-257.
87. Didier, G., and Comeaga, L. (1997). Influence of initial hydration conditions on GCL leachate permeability. In Testing and Acceptance Criteria for Geosynthetic Clay Liners, L.W. Well, ed. ASTM STP 1308, West Conshohocken, PA, pp. 181-195.
88. Dobrowolski, J.G., and Kavazanjian, Jr., E. (2003). Performance demonstration for alternative liner systems at municipal solid waste landfills. In Proceedings of Sardinia '03: The Ninth International Waste Management and Landfill Symposium, October 6-10, Margherita di Pula, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, University of Cagliari, Italy (on CD ROM).
89. DOE (Department of Energy). (2001). Long-Term Monitoring Sensor and Analytical Methods Workshop: Workshop Report. June 13-15, 2001, Orlando, FL, Office of Science and Technology and Office of Environmental Management, Washington, DC, 29 pp.
90. Edil, T.B. (2003). A review of aqueous-phase VOC transport in modern landfill liners. Waste Management, 23(7):561-571.
91. Elsbury, B.R., Daniel, D.E., Sraders, G.A., and Anderson, D.C. (1990). Lessons learned from compacted clay liner. Journal of Geotechnical Engineering, 116(11):1641-1660.
92. EPA (Environmental Protection Agency). (1998). Evaluation of Subsurface Engineered Barriers at Waste Sites. EPA 542-R-98-005. Available at . Accessed February 8, 2007.
93. EPA. (2002a). OWSER Draft Guidance for Evaluating the Vapor Intrusion to Indoor Air Pathway from Groundwater and Soils (Subsurface Vapor Intrusion Guidance), EPA 530-D-02-004, EPA, Washington, DC, 178 pp. Available at . Accessed February 8, 2007.
94. EPA. (2002b). First Five Year Review Report for Hardage/Criner Superfund Site, McClain County, Oklahoma. Prepared by Region 6, EPA, Dallas, TX, 25 pp.
95. EPA. (2003a). A Review of Emerging Sensor Technologies for Facilitating Long-Term Ground Water Monitoring of Volatile Organic Compounds. EPA 542-R-03-007, Office of Solid Waste and Emergency Response, Washington, DC, 51 pp.
96. EPA. (2003b). Resource Conservation and Recovery Act Orientation Manual, Section III: RCRA Subtitle C-Managing Hazardous Waste. EPA 530-R-06-003, EPA, Washington, DC, pp. 75-80.
97. EPA. (2004). Survey of Technologies for Monitoring Containment Liners and Covers. EPA 542-R-04-013, Office of Solid Waste and Emergency Response and Office of Superfund Remediation and Technology Innovation, Washington, DC, 44 pp.
98. EPA. (2005). Guidance for Evaluating Landfill Gas Emissions from Closed or Abandoned Facilities. EPA-600/R-05/123a, EPA, Washington, DC, 217 pp.
99. EPA. (2007). Technical Guidance Document: RCRA/CERCLA Final Cover Systems. EPA 540-R-04-007, draft.
100. Estrin, D., and Rowe, R.K. (1995). Landfill design and the regulatory system. In Sardinia '95: Proceedings of the Fifth International Landfill Symposium, vol. 3, Margherita di Pula, Cagliari, Italy. Environmental Sanitary Engineering Centre, University of Cagliari, Italy, pp.15-26.
101. Estrin, D., and Rowe, R.K. (1997). Legal liabilities of landfill design engineers and regulators. In Proceedings, Sardinia '97 , Sixth International Landfill Symposium, vol. 5, S. Margherita di Pula, Cagliari, Italy, October 13-17. University of Cagliari, Italy, pp. 65-76.
102. Evans, J.C. (1991). Geotechnics of hazardous waste control systems. In Foundation Engineering Handbook, H.-Y. Fang, ed. Van Nostrand Reinhold, New York, 924 pp.
103. Fayer, M.J., and Gee, G.W. (1997). Hydrologic model tests for landfill covers using field data. In Landfill Capping in the Semi-Arid West: Problems, Perspectives, and Solutions, T.D. Reynolds and R.C. Morris, eds. Environmental Science and Research Foundation, Idaho Falls, ID, pp. 53-68.
104. Fayer, M.J., Rockhold, M.L., and Campbell, M.D. (1992). Hydrologic modeling of protective barriers: Comparison of field data and simulation results. Soil Science Society of America Journal, 56:690-700.
105. Federal Register (1991). Subtitle D of the Resource Conservation and Recovery Act (RCRA), Criteria for Municipal Solid Waste Landfills (56 FR 50978). United States Code of Federal Regulations, 40 CFR Part 258, U.S. Government Printing Office, Washington, DC.
106. Fernandez, F., and Quigley, R.M. (1985). Hydraulic conductivity of natural clays permeated with simple liquid hydrocarbons. Canadian Geotechnical Journal, 22:204-214.
107. Fernandez, F., and Quigley, R.M. (1988). Viscosity and dielectric constant controls on the hydraulic conductivity of clayey soil permeated with water-soluble organics. Canadian Geotechnical Journal, 25:582-589.
108. Fernandez, F., and Quigley, R.M. (1991). Controlling the destructive effects of clay-organic liquid interactions by application of effective stresses. Canadian Geotechnical Journal, 28(3):388-398.
109. Ferraris, C.F., Clifton, J.R., Stutzman, P.E., and Garboczi, E.J. (1997). Mechanisms of degradation of Portland cement-based systems by sulfate attack. In Proceedings of MRS, November 1995, Mechanisms of Chemical Degradation of Cement-Based Systems, K.L. Scrivener and J.F Young, eds., E & FN Spon, London, England, pp. 185-192.
110. Filz, G.M., Evans, J.C., and Britton, J.P. (2003). Soil-bentonite hydraulic conductivity: Measurement and variability. In Proceedings of the Joint 12 th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and the 39 th U.S. Rock Mechanics Symposium, vol. 2, June 22-25, Cambridge, MA., P.J. Culligan, H.H. Einstein, and A.J. Whittle, eds. Verlag Glückauf GMBH, Essen, Germany, pp. 1323-1328.
111. Filz, G.M., Adams, T., and Davidson, R.R. (2004). Stability of long trenches in sand supported by bentonite-water slurry. Journal of Geotechnical and Geoenvironmental Engineering, 130(9):915-921.
112. Fleming, I.R., Rowe, R.K., and Cullimore, D.R. (1999). Field observations of clogging in a landfill leachate collection system. Canadian Geotechnical Journal, 36(4):685-707.
113. Foose, G., Benson, C., and Edil, T. (1996). Evaluating the effectiveness of landfill liners. In Proceedings of the Second International Congress on Environmental Geotechnics, November 5-8, 1996, Osaka, Japan, M. Kamon, ed. A.A. Balkema, Rotterdam, The Netherlands, pp. 217-221.
114. Foose, G.J., Benson, C.H., and Edil, T.B. (2001). Predicting leakage through composite landfill liners. Journal of Geotechnical and Geoenvironmental Engineering, 127(6):510-520.
115. Forget, B., Rollin, A.L., and Jacquelin, T. (2005). Lessons learned from 10 years of leak detection surveys on geomembranes. In Proceedings of Sardinia '05: The Tenth International Waste Management and Landfilling Symposium, October 3-7, Cagliari, Italy, Environmental Sanitary Engineering Centre, University of Cagliari, Italy, 9 pp (on CD ROM).
116. Fox, P.J. (2004). Analytical solutions for stability of slurry trench. Journal of Geotechnical and Geoenvironmental Engineering, 130(7):749-758.
117. Frangos, W. (1997). Electrical detection of leaks in lined waste disposal ponds. Geophysics, 62:1737-1744.
118. Frank, T.E., Krapac, I.G., Stark, T.D., and Strack, G.D. (2005). Long-term behavior of water content and density in an earthen liner. Journal of Geotechnical and Geoenvironmental Engineering, 131(6):800-803.
119. Fratalocchi, E., Pasqualini, E., Balboni, P., and Mozzi, R. (2005). Durability assessment of a confinement cutoff wall for a phosphogypsum landfill. In Proceedings of the 16 th International Conference on Soil Mechanics and Geotechnical Engineering, vol. 4, September 12-16, 2005, Osaka, Japan. Millpress Science Publishers, Rotterdam, The Netherlands, pp. 2257-2260.
120. Freeman, H.D., Romine, R.A., and Zacher, A.H. (1994). Hanford Permanent Isolation Barrier Program: Asphalt Technology and Status Report-FY 1994 . Report Number PNL-10194, Pacific Northwest Laboratory, Richland, WA, 40 pp.
121. GAO (General Accounting Office). (2005). Department of Energy: Improved Guidance, Oversight, and Planning Are Needed to Better Identify Cost-Saving Alternatives for Managing Low-Level Radioactive Waste. GAO-06-94, Washington, DC, 29 pp.
122. Gee, G., and Hillel, D. (1988). Groundwater recharge in arid regions: Review and critique of estimation methods. Hydrological Processes, 2:255-266.
123. Geosyntec Consultants. (2003). Landfill Facility Compliance Study Phase I Report-Results of Screening Analyses of 224 California MSW Landfills. California Integrated Waste Management Board Publication 520-03-006, Sacramento, 167 pp.
124. Geosyntec Consultants. (2004). Landfill Facility Compliance Study Task 8 Report-Summary of Findings and Comprehensive Recommendations. California Integrated Waste Management Board Publication 520-04-005, Sacramento, 43 pp.
125. Gilbert, R.B. (1993). Performance Reliability of Landfill Lining Systems. Ph.D. dissertation, University of Illinois, Urbana, 299 pp.
126. Gilbert, R.B. (2001). Peak versus residual strength for waste containment systems. In Proceedings of GRI-15: Hot Topics in Geosynthetics II . Geosynthetics Research Institute, Folsom, PA, 11 pp.
127. Gilbert, R.B., Wright, S.G., and Liedtke, E. (1998). Uncertainty in back analysis of slopes. Journal of Geotechnical Engineering, 124(12):1167-1176.
128. Giroud, J.P. (1996). Granular filters and geotextile filters. In Proceedings, Geofilters '96, May 29-31, Montreal, Canada, J. Lafleur and A.L. Rollin, eds. Bitech Publishers, Richmond, Canada, pp. 565-680.
129. Giroud, J.P. (1997). Equations for calculating the rate of liquid migration through composite liners due to geomembrane defects. Geosynthetics International, 4(3-4):335-348.
130. Giroud, J.P., and Bonaparte, R. (1989). Leakage through liners constructed with geomembranes-Part II. Composite liners. Geotextiles and Geomembranes, 8(2):71-111.
131. Giroud, J.P., Thiel, R.S., and Kavazanjian, E., Jr. (2004). Hydrated area of a bentonite layer between two geomembranes. Geosynthetics International, 11(4):330-354.
132. Gleason, M.H., Daniel, D.E., and Eykholt, G.R. (1997). Calcium and sodium bentonite for hydraulic containment applications. Journal of Geotechnical and Geoenvironmental Engineering, 123(5):438-445.
133. Goldman, L.J., Greenfield, L.I., Damle, A.S., Kingsbury, G.L., Northeim, C.M., and Truesdale, R.S. (1988). Design, Construction, and Evaluation of Clay Liners for Waste Management Facilities. EPA 530-SW-86-007F, Environmental Protection Agency, Washington, DC, 566 pp.
134. Goodall, D.C., and Quigley, R.M. (1977). Pollutant migration from two sanitary landfill sites near Sarnia, Ontario. Canadian Geotechnical Journal, 14:223-236.
135. Gordon, M.E., Huebner, P.M., and Mitchell, G.R. (1990). Regulation, construction and performance of clay lined landfills in Wisconsin. In Waste Containment Systems: Construction, Regulation, and Performance, R. Bonaparte, ed. American Society of Civil Engineers, Reston, VA, pp. 14-29.
136. Griffin, R.A., and Roy, W.R. (1985). Interaction of Organic Solvents with Saturated Soil-Water Systems. Open File Report No. 3, Environmental Institute for Waste Management Studies, University of Alabama, Tuscaloosa, 86 pp.
137. Gulec, S., Edil, T., and Benson, C. (2004). Effect of Acidic Mine Drainage (AMD) on the Polymer Properties of an HDPE Geomembrane. Geosynthetics International 11(2):60-72.
138. Haas, W.J., Jones, J.B., Romo, J.N., Venedam, R.J., Lohrstorfer, C.F., Hohman, E.H., and Weeks, S.J. (2004). Sensors and monitoring systems for long-term performance monitoring-Three perspectives. In Long-Term Performance Monitoring of Metals and Radionuclides in the Subsurface: Strategies, Tools and Case Studies-Workshop, April 21-22, Reston, VA. Available at . Accessed May 18, 2007.
139. Haikola, B.M., Loehr, R.C., and Daniel, D.E. (1995). Hazardous waste landfill performance as measured by primary leachate quantity. In Proceedings, Geoenvironment 2000, February 24-26, New Orleans, LA, Y.B. Acar and D.E. Daniel, eds. Geotechnical Special Publication 46, American Society of Civil Engineers, Reston, VA, pp. 554-567.
140. Hanson, J.L., Yesiller, N., and Swarbrick, G.E. (2005a). Thermal analysis of GCLs at a municipal solid waste landfill. In Proceedings of the Geo-Frontiers 2005 Congress, January 24-26, 2005, Austin, TX. Geotechnical Special Publications 130-142, American Society of Civil Engineers, Reston, VA, pp. 3269-3283.
141. Hanson, J.L., Yesiller, N., and Kendall, L.A. (2005b). Integrated temperature and gas analysis at a municipal solid waste landfill. In Proceedings of the 16 th International Conference on Soil Mechanics and Geotechnical Engineering, vol. 4, September 12-16, 2005, Osaka, Japan. Millpress Science Publishers, Rotterdam, The Netherlands, pp. 2265-2268.
142. Hearn, N., Hooton, R.D., and Mills, R.H. (1994). Pore structure and permeability. In Significance of Tests and Properties of Concrete and Concrete-Making Materials, P. Klieger and J.F. Lamond, eds. American Society for Testing and Materials International, West Conshohocken, PA, pp. 240-262.
143. Heerten, G., and von Maubeuge, K.P. (1997). Auswirkungen von Wassergehaltsschwankungen in vernadelten geosynthetischen tondichtungsbahnen auf ihre Wirksamkeit als Dichtungselement. In Proceedings of the Fifth German Geosynthetics Conference "Kunststoffe in der Geotechnik," March 1-3, Munich, Germany, Geotechnik Special Issue 1997. DGGT, Essen, pp. 193-200 (in German).
144. Henken-Mellies, W.U., Zanzinger, H., and Gartung, E. (2002). Long-term field test of a clay geosynthetic barrier in a landfill cover system. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 303-309.
145. Henning, J., Evans, J.C., and Shackelford, C.D. (2006). Membrane behavior of two backfills from field-constructed soil-bentonite cutoff walls. Journal of Geotechnical and Geoenvironmental Engineering, 132(10): 1243-1249.
146. Hruby, V., and Barrie, S. (2003). Understanding electrical leak location surveys: Consequences for the design of geomembrane liner systems. In Proceedings of Sardinia '03: The Ninth International Waste Management and Landfilling Symposium, October 6-10, Environmental Sanitary Engineering Centre, University of Cagliari, Italy, 10 pp (on CD ROM).
147. Hsuan, Y.G., and Koerner, R.M. (1998). Antioxidant depletion lifetime in high density polyethylene geomembranes. Journal of Geotechnical and Geoenvironmental Engineering, 124(6):532-541.
148. Hsuan, Y.G., and Koerner, R.M. (2002). Durability and lifetime of polymer fibers with respect to reinforced geosynthetic clay barriers, i.e. reinforced GCLs. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. Swets & Zeitlinger, Lisse, Germany.
149. Hsuan, Y.G., Lord, Jr., A.E., and Koerner, R.M. (1991). Effects of outdoor exposure on high density polyethylene geomembranes. In Proceedings, Geosynthetics 1991 , February, Atlanta, GA. Industrial Fabrics Association International, St. Paul, MN, pp. 287-302.
150. IAEA (International Atomic Energy Agency). (2001). Performance of Engineered Barrier Materials in Near Surface Disposal Facilities for Radioactive Waste. IAEA-TECDOC-1255, Waste Technology Section, IAEA, Vienna, Austria.
151. Ismail, M., Gagné, R., François, R., and Toumi, A. (2006). Measurement and modeling of gas transfer in cracked mortars. Materials and Structures, 39(1):39-47.
152. Izadi, M.T., and Stephenson, R.W. (1992). Measurement of gas permeability through clay soils. In Current Practices in Ground Water and Vadose Zone Investigations, D.M. Nielsen and M.N. Sara, eds. American Society for Testing and Materials, Philadelphia, PA, pp. 3-20.
153. James, A.N., Fullerton, D., and Drake, R. (1997). Field performance of GCL under ion exchange conditions. Journal of Geotechnical and Geoenvironmental Engineering, 123(10):897-901.
154. Jayawickrama, P.W., Brown, K.W., Thomas, J.C., and Lytton, R.L. (1988). Leakage rates through flaws in membrane liners. Journal of Environmental Engineering, 114(6):1401-1420.
155. Jefferis, S.A. (1995). UK practice: Materials and their properties. In Assessment of Barrier Containment Technologies: A Comprehensive Treatment for Environmental Remediation Applications, R.R. Rumer and J.K. Mitchell, eds., Proceedings of the International Containment Technology Workshop, Baltimore, MD, August 29-31, 1995. NTIS #PB96-180583. Prepared under the auspices of the U.S. Department of Energy, U.S. Environmental Protection Agency, and DuPont Company, 437 pp.
156. Jefferis, S.A., and Bath, A. (1999). Rationalising the debate on calcium carbonate clogging and dissolution in landfill drainage materials. In Proceedings of the Seventh International Landfill Symposium, October 4-8, Cagliari, Italy. Environmental Sanitary Engineering Centre, Cagliari, Italy, pp. 277-284.
157. Jefferis, S.A., Doe, G., and Tedd, P. (1999). UK National Specification for the Construction of Slurry Trench Cut-off Walls as Barriers to Pollution Migration. Thomas Telford, London, England.
158. Jo, H.Y., Katsumi, T., Benson, C.H., and Edil, T.B. (2001). Hydraulic conductivity and swelling on nonprehydrated GCLs permeated with singlespecies salt solutions. Journal of Geotechnical and Geoenvironmental Engineering, 127(7):557-567.
159. Jo, H.-Y., Benson, C.H., and Edil, T.B. (2004). Hydraulic conductivity and cation exchange in non-prehydrated and prehydrated bentonite permeated with weak inorganic salt solutions. Clays and Clay Minerals, 52(6):661-679.
160. Jo, H.-Y., Benson, C.H., Shackelford, C.D., Lee, J.-M., and 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, 131(4):405-417.
161. Johnson, G.W., Crumley, W.S., and Boutwell, G.P. (1990). Field verification of clay liner hydraulic conductivity. In Waste Containment Systems: Construction, Regulation, and Performance, R. Bonaparte, ed. American Society of Civil Engineers, Reston, VA, pp. 226-245.
162. Johnson, R.L., Cherry, J.A., and Pankow, J.F. (1989). Diffusive contaminant transport in natural clay: A field example and implications for claylined waste disposal sites. Environmental Science and Technology, 23(3):340-349.
163. Jones, D.R.V., and Dixon, N. (2005). Landfill lining stability and integrity: The role of waste settlement. Geotextiles and Geomembranes, 23:27-53.
164. Kajita, L.S. (1997). An improved contaminant resistant clay for environmental clay liner applications. Clays and Clay Minerals, 45(5):609-617.
165. Kaloush, K.E., Zborowski, A., Abojaradeh, M., Way, G.B., and Sousa, J. (2004). Cracking characteristics of asphalt rubber mixtures. In Cracking in Pavements: Mitigation, Risk Assessment and Prevention, Proceedings of the Fifth International RILEM Conference on Reflective Cracking in Pavements, May 5-8, 2004, Limoges, France, C. Petit, I.L. Al-Qadi, and A. Millien, eds. RILEM, Bagneux, France, pp. 485-492.
166. Karol, R.H. (2003). Chemical Grouting and Soil Stabilization, 3rd ed. Marcel Dekker, New York, 558 pp.
167. Katsumi, T., and Fukagawa, R. (2005). Factors affecting the chemical compatibility and barrier performance of GCLs. In Proceedings of the 16 th International Conference on Soil Mechanics and Geotechnical Engineering, September 12-16, 2005, Osaka, Japan. Millpress Science Publishers, Rotterdam, The Netherlands, pp. 2285-2288.
168. Katsumi, T., Benson, C.H., Foose, G.J., and Kamon, M. (2001). Performance- based design of landfill liners. Engineering Geology, 60: 139-148.
169. Katsumi, T., Ogawa, A., and Fukagawa, R. (2004). Effect of prehydration on hydraulic performance of geosynthetic clay liners permeated with inorganic chemical solutions. In Proceedings of the Third Asian Regional Conference on Geosynthetics: Now and Future of Geosynthetics in Civil Engineering, June 21-23, Seoul, Korea, J.B. Shim, C. Yoo, and H.-Y. Jeon, eds., pp. 937-944.
170. Katsumi, T., Ishimori, H., Hanamaoto, K., and Fukagawa, R. (2006a). Longterm hydraulic conductivity of modified GCL permeated with inorganic chemical solutions. In Proceedings of the Eighth International Conference on Geosynthetics, September 18-22, 2006, Yokohama, Japan. Millpress Science Publishers, Rotterdam, The Netherlands (on CD ROM).
171. Katsumi, T., Ishimori, H., Ogawa, A., Yoshikawa, K., Hanamoto, K., and Fukagawa, R. (2006b). Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachate. In Soils and Foundations (in review).
172. Kavazanjian, Jr., E., and Corcoran, G.T. (2002). Combined leachate collection/ operations layer for landfill sideslopes. In Proceedings of Wastecon 2002, September 30-October 4, 2002, Durban, South Africa. Solid Waste Association of North America, Long Beach, CA.
173. Kavazanjian, Jr., E., and Dobrowolski, J.G. (2003). Cost and performance evaluation of alternative final covers. In Proceedings of Sardinia '03: The Ninth International Waste Management and Landfill Symposium, October 6-10, Margherita di Pula, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, University of Cagliari, Italy (on CD ROM).
174. Kavazanjian, Jr., E., Gross, B.A., and Hadj-Hamou, T. (2006a). Unsaturated flow flux assessment for evapotranspirative cover compliance. In Unsaturated Soils 2006: Proceedings of the Fourth International Conference on Unsaturated Soils, April 2-5, Carefree, AZ, G.A. Miller, C.E. Zapata, S.L. Houston, and D.G. Fredlund, eds. Geotechnical Special Publication 147, vol. 1, American Society of Civil Engineers, Reston, VA, pp. 634-645.
175. Kavazanjian, Jr., E., Dixon, N., Katsumi, T., Kortegast, A., Legg, P., and Zanzinger, H. (2006b). Geosynthetic barriers for environmental protection at landfills. In Proceedings of the 8th International Conference on Geosynthetics, J. Kuwano and J. Koseki, eds., Yokohama, Japan, September 18-22, 2006, Millpress Science Publishers, pp. 121-152.
176. Kays, W.B. (1977). Construction of Linings for Reservoirs, Tanks, and Pollution Control Facilities. John Wiley & Sons, New York, 379 pp.
177. Keller, C.K., van der Kamp, F., and Cherry, J.A. (1986). Fracture permeability and groundwater flow in clayey till near Saskatoon, Saskatchewan. Canadian Geotechnical Journal, 23:229-240.
178. Khandelwal, A., Rabideau, A., and Su, J. (1997). One-dimensional contaminant transport model for the design of oil-bentonite slurry walls. In Proceedings of the First International Containment Technology Conference and Exhibition, February 9-12, 1997, St. Petersburg, FL. Department of Energy, DuPont Co., Environmental Protection Agency, Germantown, MD, pp. 128-138.
179. Khire, M., Benson, C., and Bosscher, P. (1997). Water balance modeling of earthen landfill covers. Journal of Geotechnical and Geoenvironmental Engineering, 123(8):744-754.
180. King, K.S., Quigley, R.M., Fernandez, F., Reades, D.W., and Bacopoulos, A. (1993). Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liner, Maple, Ontario. Canadian Geotechnical Journal, 30(1):124-134.
181. Klett, N., Edil, T., Benson, C., and Connelly, J. (2006). Evaluation of Volatile Organic Compounds in Wisconsin Landfill Leachate and Lysimeter Samples. Department of Civil and Environmental Engineering, University of Wisconsin, Madison.
182. Koerner, G.R., and Koerner, R.M. (2005). In-situ temperature monitoring of geomembranes. In Proceedings of the Geo-Frontiers 2005 Congress, January 24-26, 2005, Austin. Geotechnical Special Publications 130-142, American Society of Civil Engineers, Reston, VA, pp. 4247-4252.
183. Koerner, G.R., Koerner, R.M., and Martin, J.P. (1994). Geotextile filters used for leachate collection systems: Testing, design and field behavior. Journal of Geotechnical Engineering, 120(10):1792-1803.
184. Koerner, R.M. (1984). Construction and Geotechnical Methods in Foundation Engineering. McGraw-Hill, New York, 496 pp.
185. Koerner, R.M. (2005). Designing with Geosynthetics, 5th ed., Prentice Hall, Upper Saddle River, NJ, 796 pp.
186. Koerner, R.M., and Guglielmetti, J.L. (1995). Vertical barriers: Geomembranes. In Assessment of Barrier Containment Technologies, R.R. Rumer and J.K. Mitchell, eds. National Technical Information Service, Springfield, VA, pp. 95-118.
187. Koerner, R.M., and Koerner, G.R. (1995). Leachate Clogging Assessment of Geotextile (and Soil) Landfill Filters. CR-819371, Environmental Protection Agency, Cincinnati, OH, 5 pp.
188. Koerner, R.M., and Soong, T.-Y. (1998). Analysis and design of veneer cover soils. In Proceedings of the Sixth International Conference on Geosynthetics, vol. 1, March 1, 1998, Atlanta. Industrial Fabrics Association International, St. Paul, MN, pp. 1-23.
189. Koerner, R.M., Wilson-Fahmy, R.F., and Narejo, D.B. (1996). Puncture protection of geomembranes, Part III-Examples. Geosynthetics International, 3(5):655-675.
190. Kollek, J.J. (1989). The determination of the permeability of concrete to oxygen by the Cembureau method-A recommendation. Materials and Structures, 22(3):225-230.
191. Kolstad, D.C. (2000). Compatibility of Geosynthetic Clay Liners (GCLs) with Multi-Species Inorganic Solutions. M.S. thesis, University of Wisconsin, Madison, 167 pp.
192. Kolstad, D.C., Benson, C.H., and Edil, T.B. (2004). Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering, 130(12):1236-1249.
193. Krajcinovic, D., Basista, M., Mallick, K., and Sumarac, D. (1992). Chemomicromechanics of brittle solids. Journal of the Mechanics and Physics of Solids, 40(5):965-990.
194. Kraus, J.F., Benson, C.H., Erickson, A.E., and Chamberlain, E.J. (1997). Freeze-thaw cycling and hydraulic conductivity of bentonite barriers. Journal of Geotechnical and Geoenvironmental Engineering, 123(4):229-238.
195. Krol, M.M., and Rowe, R.K. (2004). Diffusion of TCE through soil-bentonite slurry walls. Soil and Sediment Contamination, 13(1):81-101.
196. Kruempelbeck, I., and Ehrig, H.J. (1999). Long-term behaviour of municipal solid waste landfills in Germany. In Proceedings of the Seventh International Landfill Symposium, October 4-8, Cagliari, Italy. Environmental Sanitary Engineering Centre, Cagliari, Italy, pp. 27-36.
197. Lake, C.B., and Rowe, R.K. (2000). Diffusion of sodium and chloride through geosynthetic clay liners. Geotextiles and Geomembranes, 18:103-131.
198. Lake, C.B., and Rowe, R.K. (2004). Volatile organic compound (VOC) diffusion and sorption coefficients for a needlepunched GCL. Geosynthetics International, 11(4):257-272.
199. Lake, C.B., and Rowe, R.K. (2005a). A comparative assessment of volatile organic compound (VOC) sorption to various types of potential GCL bentonites. Geotextiles and Geomembranes, 23(4):323-347.
200. Lake, C., and Rowe, R.K. (2005b). The 14-year performance of a compacted clay liner used as part of a composite liner system for a leachate lagoon. Geotechnical and Geological Engineering, 23(6):657-678.
201. Lee, J.-M., and Shackelford, C.D. (2005a). Concentration dependency of the prehydration effect for a geosynthetic clay liner. Soils and Foundations, 45(4):27-41.
202. Lee, J.-M., and Shackelford, C.D. (2005b). Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 131(1):64-77.
203. Lee, J.-M., Shackelford, C.D., Benson, C.H., Jo, H.-Y., and Edil, T. (2005). Correlating index properties and hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 131(11):1319-1329.
204. Lin, L.-C., and Benson, C.H. (2000). Effect of wet-dry cycling of swelling and hydraulic conductivity of GCLs. Journal of Geotechnical and Geoenvironmental Engineering, 126(1):40-49.
205. Liptay, K., Chanton, J., Czepiel, P.A., and Mosher, B. (1998). Use of stable isotopes to determine methane oxidation in landfill cover soils. Journal of Geophysical Research, 103(D7):8243-8250.
206. Lo, M.C. (1992). Development and Evaluation of Clay Liner Material for Hazardous Waste Sites. Ph.D. thesis, University of Texas, Austin, 283 pp.
207. Lydon, F.D. (1993). The relative permeability of concrete using nitrogen gas. Construction and Building Materials, 7(4):213-220.
208. Mackey, R., and Olsta, J. (2004). Performance of geosynthetic clay liners used in two landfill closures in a coastal area of Florida. Advances in Geosynthetic Clay Liners Technology: 2nd Symposium, STP 1456, R. Mackey and K. von Maugeuge, eds. ASTM International, West Conshohocken, PA, pp. 53-71.
209. Majer, E.L. (2006). Airborne and surface geophysical method verification. In Barrier Systems for Environmental Contaminant Containment and Treatment, C. Chien, H. Inyang, and L. Everett, eds. CRC Press, Boca Raton, FL, pp. 209-286.
210. Maliva, R.G., Missimer, T.M., Leo, K.C., Statom, R.A., Dupraz, C., Lynn, M., and Dickson, J.A.D. (2000). Unusual calcite stromatolites and pisoids from a landfill leachate collection system. Geology, 28(10):931-934.
211. Malusis, M., and Benson, C. (2006). Lysimeters versus water-content sensors for performance monitoring of alternative earthen final covers. In Unsaturated Soils 2006. Geotechnical Special Publication 147, American Society of Civil Engineers, Reston, VA, pp. 1741-1752.
212. Malusis, M.A., and Shackelford, C.D. (2002a). Coupling effects during steady-state solute diffusion through a semipermeable clay membrane. Environmental Science and Technology, 36(6):1312-1319.
213. Malusis, M.A., and Shackelford, C.D. (2002b). Chemico-osmotic efficiency of a geosynthetic clay liner. Journal of Geotechnical and Geoenvironmental Engineering, 128(2):97-106.
214. Malusis, M.A., and Shackelford, C.D. (2004). Predicting solute flux through a clay membrane barrier. Journal of Geotechnical and Geoenvironmental Engineering, 130(5):477-487.
215. Malusis, M.A., Shackelford, C.D., and Olsen, H.W. (2001). A laboratory apparatus to measure chemico-osmotic efficiency coefficients for clay soils. Geotechnical Testing Journal, 24(3):229-242.
216. Malusis, M.A., Shackelford, C.D., and Olsen, H.W. (2003). Flow and transport through clay membrane barriers. Engineering Geology, 70(2-3), 235-248.
217. Manassero, M., Fratalocchi, E., Pasqualini, E., Spanna, C., and Verga, F. (1995). Containment with vertical cutoff walls. In Proceedings, Geoenvironment 2000, February 24-26, New Orleans, LA, Y.B. Acar and D.E. Daniel, eds. Geotechnical Special Publication 46, American Society of Civil Engineers, Reston, VA, pp. 1142-1172.
218. Manning, D.A.C. (2000). Carbonates and oxalates in sediments and landfill: Monitors of death and decay in natural and artificial systems. Journal of the Geological Society of London, 157:229-238.
219. Manning, D.A.C., and Robinson, N. (1999). Leachate-mineral reactions: Implications for drainage system stability and clogging. In Proceedings of the Seventh International Landfill Symposium, October 4-8, 1999, Cagliari, Italy. Environmental Sanitary Engineering Centre, Cagliari, Italy, pp. 269-276.
220. Mansour, R.I. (2001). GCL performance in semiarid climate conditions. In Proceedings of Sardinia '01: The Eighth International Waste Management and Landfilling Symposium, vol. 3, October 1-5, Cagliari, Italy, Environmental Sanitary Engineering Centre, University of Cagliari, Italy, pp. 219-226.
221. Marchand, J., Samson, E., and Maltais, Y. (1999a). Modeling microstructural alterations of concrete subjected to sulfate attack. Materials Science of Concrete: Sulfate Attack Mechanisms, J. Marchand and J.P. Skalny, eds. American Ceramic Society, Westerbrook, OH, pp. 211-257.
222. Marchand, J., Maltais, Y., Samson, E., Johansen, V., and Hazrati, K. (1999b). Modeling ionic interaction mechanisms in cement-based materials-an overview. Materials Science of Concrete: The Sidney Diamond Symposium, M. Cohen, S. Mindess, and J. Skalny, eds. American Ceramic Society, Westerbrook, OH.
223. Marienfield, M.L., and Baker, T.L. (1998). Paving fabric interlayer system as a pavement moisture barrier. In Proceedings of the 77 th Annual Meeting of the Transportation Research Board, January 11-15, Washington, DC.
224. Matrecon, Inc. (1988). Lining of Waste Containment and Other Impoundment Facilities. EPA/600/2-88/052, Environmental Protection Agency, Cincinnati, OH.
225. McIsaac, R., and Rowe, R.K. (2006). Effect of filter/separators on the clogging of leachate collection systems. Canadian Geotechnical Journal, 43(7):674-693.
226. McMahon, D.R. (1995). Vertical barriers: Sheet piles. In Assessment of Barrier Containment Technologies, R.R. Rumer and J.K. Mitchell, eds. National Technical Information Service, Springfield, VA, pp. 77-93.
227. McNeill, J.D. (1980). Applications of Transient Electromagnetic Techniques. Geonics Ltd., Mississauga, Ontario, Canada, 15 pp.
228. Meer, S., and Benson, C. (2007). Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers. Journal of Geotechnical and Geoenvironmental Engineering, 133(5):550-563.
229. Meju, M. (2006). Geoelectrical characterization of covered landfill sites: A process-oriented model and investigative report. In Applied Hydrogeophysics, H. Vereecken, A. Binley, G. Cassiani, A. Revil, and K. Titov, eds. NATO Science Series, 71, Springer, Dordrecht, The Netherlands, pp. 319-339.
230. Melchior, S. (1997). In situ studies on the performance of landfill caps. In Proceedings of the First International Containment Technology Conference, February 9-12, 1997, St. Petersburg, FL. Department of Energy, Germantown, MD, pp. 365-373.
231. Melchior, S. (2002). Field studies and excavations of geosynthetic clay barriers in landfill covers. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema, Lisse, The Netherlands, pp. 321-330.
232. Mitchell, J.K., and Madsen, F.T. (1987). Chemical effects on clay hydraulic conductivity. In Geotechnical Practice for Waste Disposal '87 , R.D. Woods, ed. Geotechnical Special Publication 13, American Society of Civil Engineers, Reston, VA, pp. 87-116.
233. Mitchell, J.K., and Mitchell, R.A. (1992). Stability evaluation of waste landfills. In Stability and Performance of Slopes and Embankments II , Proceedings of the ASCE Specialty Conference, June 29-July 1, 1992, Berkeley, R.B. Seed, ed. Geotechnical Special Publication 31, American Society of Civil Engineers, New York, pp. 1152-1187.
234. Mitchell, J.K., and Mitchell, R.A. (2004). Environmental geotechnics: Two case histories. In Proceedings of the Fifth International Conference on Case Histories in Geotechnical Engineering, April 13-17, 2004, New York, NY. University of Missouri, Rolla.
235. Mitchell, J.K., Seed, R.B., and Seed, H.B. (1990). Kettleman Hills waste landfill slope failure. I: Liner system properties. Journal of Geotechnical Engineering, 116(4):647-668.
236. Mobasher, B., and Mitchell, T. (1988). Laboratory experience with the rapid chloride permeability test. ACI SP-108, American Concrete Institute, Detroit, MI, pp. 117-144.
237. Montgomery, R., and Parsons, L. (1990). The Omega Hills cover test plot study: Fourth year data summary. In Proceedings of the 22 nd Mid- A tlantic Industrial Waste Conference, July 24-27, 1990, Drexel University, Philadelphia, PA. Technomic Publishing Co., Lancaster, PA.
238. Müller, W., and Jakob, I. (2003). Oxidative resistance of high-density polyethylene geomembranes. Polymer Degradation and Stability, 79:161-172.
239. Müller, W., Seeger, S., Thies, M., and Gerloff, C. (2004). Long-term shear strength of multilayer geosynthetics. In Proceedings of the Third European Geosynthetics Conference, EuroGeo3, March 1-3, Munich, Germany. TUM Zentrum Geotechnik, Munich, Germany, pp. 429-434.
240. Munro, I.R.P., MacQuarrie, K.T.B., Valsangkar, A.J., and Kan, K.T. (1997). Migration of landfill leachate into a shallow clayey till in southern New Brunswick: A field and modelling investigation. Canadian Geotechnical Journal, 34:204-219.
241. Narejo, D.B., Koerner, R.M., and Wilson-Fahmy, R.F. (1996). Puncture protection of geomembranes, Part II-Experimental. Geosynthetics International, 3(5):629-653.
242. Nosko, V., and Touze-Foltz, N. (2000). Geomembrane liner failure: Modeling of its influence on contaminant transfer. In Proceedings of the Second European Geosynthetics Conference, EuroGeo2, October 15-18, Bologna, Italy. Patron Editore, Bologna, pp. 557-560.
243. NRC (National Research Council). (1983). Risk Assessment in the Federal Government: Managing the Process. National Academy Press, Washington, DC, 191 pp.
244. NRC. (2002). Remedial Action at the Moab Site-Now and for the Long Term: Letter Report. National Academy Press, Washington, DC, 46 pp.
245. NRC. (2006). Improving the Regulation and Management of Low-Activity Radioactive Wastes. The National Academies Press, Washington, DC, 224 pp.
246. O'Donnell, S.A., Rumer, R.R., and Mitchell, J.K. (1995). Assessment of barrier containment technologies. In A Comprehensive Treatment for Environmental Remedial Applications. Department of Energy and Environmental Protection Agency, Washington, DC, 454 pp.
247. Ogorzalek, A.S. (2005). Evaluation of Hydrologic Models for Alternative Soil Covers. M.S. thesis, Department of Civil and Environmental Engineering, Colorado State University, Fort Collins, 265 pp.
248. Oh, M.H., Lee, H.J., Yoon, G.L., and Park, J. (2003). Pilot-scale field model tests for detecting landfill leachate intrusion into the subsurface using a grid-net electrical conductivity measurement system. Environmental Geology, 45(2):181-189.
249. Opdyke, S.M., and Evans, J.C. (2005). Slag-cement-bentonite slurry walls. Journal of Geotechnical and Geoenvironmental Engineering, 131(6):673-681.
250. Owen, J.A., and Manning, D.A.C. (1997). Silica in landfill leachates: Implications for clay mineral stabilities. Applied Geochemistry, 12:267-280.
251. Park, J.R., Moon, S., Ahn, Y.M., and Nam, K. (2005). Determination of the environmental factors influencing waste oxidation in a sandy landfill cover soil. Environmental Science and Technology, 26(1):93-103.
252. Pearlman, L. (1999). Subsurface Containment and Monitoring Systems: Barriers and Beyond (Overview Report). National Network of Environmental Management Studies Fellowship Program, Washington, DC, 66 pp.
253. Pellerin, L., Reichhardt, D., Daley, T., Gilbert, F., Hubbard, S., Majer, E., Peterson, J., Daily, W., and Ramirez, A. (1998). Geophysical verification of subsurface barrier. In Proceedings from the Symposium on the Application of Geophysics to Environmental and Engineering Problems, March 22-26, Chicago, IL. Environmental and Engineering Geophysical Society, Englewood, CO, pp. 635-643.
254. Pelte, T., Pierson, P., and Gourc, J.P. (1994). Thermal analysis of geomembranes exposed to solar radiation. Geosynthetics International, 1(1):21-44.
255. Petrov, R.J., and Rowe, R.K. (1997). Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity: Testing and factors impacting its performance. Canadian Geotechnical Journal, 34(6):863-885.
256. Petrov, R.J., Rowe, R.K., and Quigley, R.M. (1997a). Comparison of laboratory- measured GCL hydraulic conductivity based on three permeameter types. Geotechnical Testing Journal, 20(1):49-62.
257. Petrov, R.J., Rowe, R.K., and Quigley, R.M. (1997b). Selected factors influencing GCL hydraulic conductivity. Journal of Geotechnical and Geoenvironmental Engineering, 123(8):683-695.
258. Quaranta, J.D., Gabr, M.A., and Bowders, Jr., J.J. (1997). First-exposure performance of the bentonite component of a GCL in a low-pH, calcium- enriched environment. In Testing and Acceptance Criteria for Geosynthetic Clay Liners, L.W. Well, ed. ASTM STP 1308, West Conshohocken, PA, pp. 162-180.
259. Quigley, R.M., and Rowe, R.K. (1986). Leachate migration through clay below a domestic waste landfill, Sarnia, Ontario, Canada: Chemical interpretation and modelling philosophies. In Hazardous and Industrial Solid Waste Testing and Disposal, vol. 6, ASTM STP 933, ASTM International, West Conshohocken, PA, pp. 93-103.
260. Quigley, R.M., Gwyn, Q.H.J., White, O.L., Rowe, R.K., Haynes, J.E., and Bohdanowicz, A. (1983). Leda clay from deep boreholes at Hawkesbury, Ontario. Part I: Geology and geotechnique. Canadian Geotechnical Journal, 20(2):288-298.
261. Rabideau, A.J. (1995). Contaminant transport modeling. In Assessment of Barrier Containment Technologies, R.R. Rumer and J.K. Mitchell, eds. Report PB96-180583, National Technical Information Service, Springfield, VA, pp. 247-299.
262. Reades, D.W., King, K.S., Benda, E., Quigley, R.M., LeSarge, K., and Heathwood, C. (1989). The results of on-going monitoring of the performance of a low permeability clay liner, Keele Valley landfill, Maple, Ontario. In FOCUS Conference on Eastern Regional Ground Water Issues, October 17-19, Kitchener, Ontario. National Water Well Association, Dublin, OH, pp. 79-91.
263. Reedy, R.C., and Scanlon, B.R. (2002). Long-term water balance monitoring of engineered covers for waste containment. In 2001 International Containment and Remediation Technology Conference, June 10-13, Orlando, FL. Institute for International Cooperative Environmental Research, Florida State University, Paper 073, 3 pp.
264. Reinhart, D.R., and Townsend, T.G. (1998). Landfill Bioreactor Design and Operation. Lewis Publishers, Chelsea, MI, 208 pp.
265. Richardson, G.N. (1996). Field evaluation of geosynthetic protective cushions. Geotechnical Fabrics Report, 14(2):20-25.
266. Richardson, G.N., and Johnson, S. (1998). Field evaluation of geosynthetic protective cushions: Phase 2. Geotechnical Fabrics Report, 16(8):44-49.
267. Richardson, G.N., and Pavlik, K.L. (2004). Lessons learned from failures: Landfill covers. Geotechnical Fabrics Report, October 18.
268. Rittmann, B.E., Fleming, I.R., and Rowe, R.K. (1996). Leachate chemistry: Its implications for clogging. In North American Water and Environment Congress & Destructive Water, Proceedings from the North American Water and Environment Congress '96, June 22-28, Anaheim, CA, C. Bathala, ed. American Society of Civil Engineers, New York (on CD-ROM).
269. RMC Geoscience. (1998). North Parcel Final Closure Plan and Postclosure Monitoring and Maintenance Plan, Acme Landfill, Contra Costa County. Unpublished report prepared for NJF Engineering, August.
270. Roesler, A.C., Benson, C.H., and Albright, W.H. (2002). Field Hydrology and Model Predictions for Final Covers in the Alternative Assessment Program-2002. Geo Engineering Report 02-08, Geo Engineering Program, University of Wisconsin, Madison, 266 pp.
271. Rollin, A., and Jacquelin, T. (1999). Geomembrane failures: Lessons learned from geo-electrical leaks surveys. To appear in Lessons Learned from Failures Associated with Geosynthetic Failures (preliminary title), J.P. Giroud, ed.
272. Rollin, A.L., Mlynarek, J., Lafleur, J., and Zanescu, A. (1994). Performance changes in aged in-situ HDPE geomembrane. In Landfilling of Wastes: Barriers, T. Christensen, R. Cossu, and R. Stegmann, eds. E & FN Spon, London, England, pp. 431-443.
273. Rowe, R.K. (1998). Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste. In Proceedings of the Sixth International Conference on Geosynthetics, vol. 1, March 1, 1998, Atlanta. Industrial Fabrics Association International, St. Paul, MN, pp. 27-103.
274. Rowe, R.K. (2005). Long-term performance of contaminant barrier systems, 45th Rankine Lecture. Geotechnique, 55(9):631-678.
275. Rowe, R.K. (2007). Advances and remaining challenges for geosynthetics in geoenvironmental engineering applications. 23rd Manual Rocha Lecture. Soils and Rocks, 1(1), in press.
276. Rowe, R.K., and Booker, J.R. (1986). A finite layer technique for calculating three-dimensional pollutant migration in soil. Geotechnique, 36:305-314.
277. Rowe, R.K., and Booker, J.R. (2000). Theoretical solutions for calculating leakage through composite liner systems. In Developments in Theoretical Geomechanics: Proceedings of the Booker Memorial Symposium, Sydney, NSW, Australia, 16-17 November 2000, D.W. Smith and J.P. Carter, eds. A.A. Balkema, Lissa, The Netherlands, pp. 580-602.
278. Rowe, R.K., and Booker, J.R. (2005). POLLUTEv7: Pollutant migration through a nonhomogeneous soil. GAEA Environmental Engineering Ltd., Whitby, Ontario, Canada.
279. Rowe, R.K., and Fleming, I.R. (1998). Estimating the time for clogging of leachate collection systems. In Proceedings of the Third International Congress on Environmental Geotechnics, vol. 1, Lisbon. University of Western Ontario, Ontario, Canada, pp. 23-28.
280. Rowe, R.K., and Hoor, A. (2007). Temperature of secondary liners in municipal solid waste landfills. In Proceedings, Geosynthetics 2007, January 2007, Washington, DC, Industrial Fabrics Association International, St. Paul, MN.
281. Rowe, R.K., and Sawicki, D.W. (1992). The modelling of a natural diffusion profile and the implications for landfill design. In Proceedings of the Fourth International Symposium on Numerical Methods in Geomechanics, August, Swansea, Wales. Queen's University, Kingston, Ontario, Canada, pp. 481-489.
282. Rowe, R.K., Hrapovic, L., and Kosaric, N. (1995). Diffusion of chloride and dichloromethane through an HDPE geomembrane. Geosynthetics International, 2(3):507-536.
283. Rowe, R.K., Hsuan, Y.G., Lake, C.B., Sangam, P., and Usher, S. (1998). Evaluation of a composite (geomembrane/clay) liner for a lagoon after 14 years of use. In Proceedings of the Sixth International Conference on Geosynthetics, vol. 1, March 1, 1998, Atlanta. Industrial Fabrics Association International, St. Paul, MN, pp. 191-196.
284. Rowe, R.K., Caers, C.J., Reynolds, G., and Chan, C. (2000). Design and construction of barrier system for the Halton Landfill. Canadian Geotechnical Journal, 37(3):662-675.
285. Rowe, R.K., Sangam, H.P., and Lake, C.B. (2003). Evaluation of an HDPE geomembrane after 14 years as a leachate lagoon liner. Canadian Geotechnical Journal, 40(3):536-550.
286. Rowe, R.K., Quigley, R.M., Brachman, R.W.I., and Booker, J.R. (2004). Barrier Systems for Waste Disposal Facilities. Taylor & Francis, London, England, 587 pp.
287. Rowe, R.K., Mukunoki, T., and Bathurst, R.J. (2006). Compatibility with Jet A-1 of a GCL subjected to freeze-thaw cycles. Journal of Geotechnical and Geoenvironmental Engineering, 132(12):1526-1537.
288. Ruhl, J.L., and Daniel, D.E. (1997). Geosynthetic clay liners permeated with chemical solutions and leachates. Journal of Geotechnical and Geoenvironmental Engineering, 123(4):369-381.
289. Rumer, R.R., and Mitchell, J.K., eds. (1995). Assessment of Barrier Containment Technologies: A Comprehensive Treatment for Environmental Remediation Applications. Proceedings of the International Containment Technology Workshop, Baltimore, MD, August 29-31, 1995. NTIS PB96-180583, prepared under the auspices of U.S. Department of Energy, U.S. Environmental Protection Agency, and DuPont Company, 437 pp.
290. Salhotra, A.M., Mineart, P., Sharp-Hansen, S., Allison, T., Johns, R., and Mills, W.B. (1995). Multimedia Exposure Assessment Model ( MU LTIM ED 2.0) for Evaluating the Land Disposal of Wastes-Model Theory. Environmental Protection Agency, Athens, GA.
291. Salman, A., Elias, V., and DiMillio, A. (1998). The effect of oxygen pressure, temperature and manufacturing processes on laboratory degradation of polypropylene geosynthetics. In Proceedings of the Sixth International Conference on Geosynthetics, vol. 1, March 1, 1998, Atlanta. Industrial Fabrics Association International, St. Paul, MN, pp. 683-690.
292. Sangam, H.P., and Rowe, R.K. (2001). Migration of dilute aqueous organic pollutants through HDPE geomembranes. Geotextiles and Geomembranes, 19(6):329-357.
293. Sangam, H.P., and Rowe, R.K. (2002). Effects of exposure conditions on the depletion of antioxidants for high-density polyethylene (HDPE) geomembranes. Canadian Geotechnical Journal, 39(6):1221-1230.
294. Scanlon, B.R., Christman, M., Reedy, R.C., Porro, I., Simunek, J., and Flerchinger, G.N. (2002). Intercode comparisons for simulating water balance of surficial sediments in semiarid regions. Water Resources Research, 38(12):1323-1339.
295. Scanlon, B.R., Reedy, R.C., Keese, K.E., and Dwyer, S.F. (2005). Evaluation of evapotranspirative covers for waste containment in arid and semiarid regions of the Southwestern USA. Vadose Zone Journal, 4:55-71.
296. Schroeder, P.R., Aziz, N.M., Lloyd, C.M., and Zappi, P.A. (1994). The Hydrologic Evaluation of Landfill Performance (HELP) Model: User's Guide for Version 3. EPA/600/R-94/168a, Environmental Protection Agency, Washington, DC.
297. Seed, R.B., Mitchell, J.K., and Seed, H.B. (1990). Kettleman Hills waste landfill slope failure. II: Stability analyses. Journal of Geotechnical Engineering, 116(4):669-690.
298. Selker, J.S., Thévenaz, L., Huwald, H., Mallet, A., Luxemburg, W., van de Giesen, N., Stejskal, M., Zeman, J., Westhoff, M., and Parlange, M.B. (2006). Distributed fiber-optic temperature sensing for hydrologic systems. Water Resources Research, 42, W12202, doi:10.1029/2006/2006WR005326.
299. Shackelford, C.D. (1988). Diffusion as a transport process in fine-grained barrier materials. Geotechnical News, 6(2):24-27.
300. Shackelford, C.D. (1994). Waste-soil interactions that alter hydraulic conductivity. In Hydraulic Conductivity and Waste Contaminant Transport in Soils, D.E. Daniel and S.J. Trautwein, eds. ASTM STP 1142, American Society for Testing and Materials, West Conshohoken, PA, pp. 111-168.
301. Shackelford, C.D. (1997). Modeling and analysis in environmental geotechnics: An overview of practical applications. In Proceedings of the Second International Congress on Environmental Geotechnics, vol. 3, November 5-8, 1996, Osaka, Japan, M. Kamon, ed. A.A. Balkema, Rotterdam, pp. 1375-1404.
302. Shackelford, C.D. (2005). Environmental issues in geotechnical engineering. In Proceedings of the 16 th International Conference on Soil Mechanics and Geotechnical Engineering, vol. 1, September 12-16, 2005, Osaka, Japan. Millpress Science Publishers, Rotterdam, The Netherlands, pp. 95-122.
303. Shackelford, C.D., Malusis, M.A., Majeski, M.J., and Stern, R.T. (1999). Electrical conductivity breakthrough curves. Journal of Geotechnical and Geoenvironmental Engineering, 125(4):260-270.
304. Shackelford, C.D., Benson, C.H., Katsumi, T., Edil, T.B., and Lin, L. (2000). Evaluation of the hydraulic conductivity of GCLs permeated with nonstandard liquids. Geotextiles and Geomembranes, 18(2-4):133-161.
305. Shackelford, C.D., Malusis, M.A., and Olsen, H.W. (2003). Clay membrane behavior for geoenvironment containment. In Proceedings of the Joint 12 th Panamerican Conference on Soil Mechanics and Geotechnical Engineering and the 39 th U.S. Rock Mechanics Symposium, vol. 1, P.J. Culligan, H.H. Einstein, and A.J. Whittle, eds. Verlag Glückhauf GMBH, Essen, Germany, pp. 767-774.
306. Shan, H.-Y., and Daniel, D.E. (1991). Results of laboratory tests on a geotextile/ bentonite liner material. In Proceedings, Geosynthetics 1991 , vol. 2, February, Atlanta, GA. Industrial Fabrics Association International, St. Paul, MN, pp. 517-535.
307. Shan, H.-Y., and Lai, Y.-J. (2002). Effect of hydrating liquid on the hydraulic properties of geosynthetic clay liners. Geotextiles and Geomembranes, 20(1):19-38.
308. Sharma, H.D., and Reddy, K.R. (2004). Geoenvironmental Engineering: Site Remediation, Waste Containment, and Emerging Waste Management Technologies. John Wiley & Sons, Hoboken, NJ.
309. Sharma, H.D., Hullings, D.E., and Greguras, R.R. (1997). Interface strength tests and application to landfill design. In Proceedings, Geosynthetics '97 , March 11-13, Long Beach, CA. International Fabrics Association International, pp. 913-926.
310. Sharp-Hansen, S., Travers, C., Hummel, P., Allison, T., Johns, R., and Mills, W.B. (1995). A Subtitle D Landfill Application Manual for the Multimedia Exposure Assessment Model (MU LTIM ED 2.0). Environmental Protection Agency, Athens, GA.
311. Simms, P.H., Yanful, E.K., St.-Arnaud, L., and Aubé, B. (2001). Effectiveness of protective layers in reducing metal fluxes from flooded pre-oxidized mine tailings. Water, Air, and Soil Pollution, 131(1-4):73-96.
312. Sivakumar Babu, G.L., Sporer, H., Zanzinger, H., and Gartung, E. (2002). Desiccation behaviour of selected geosynthetic clay liners. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 295-302.
313. Slater, L.D., and Binley, A. (2003). Evaluation of permeable reactive barrier (PRB) integrity using electrical imaging methods. Geophysics, 68(3):911-921.
314. Slater, L., and Binley, A. (2006). Engineered barriers for pollutant containment and remediation. In Applied Hydrogeophysics, H. Vereecken, A. Binley, G. Cassiani, A. Revil, and K. Titov, eds. NATO Science Series, vol. 71, Springer, Dordrecht, The Netherlands, pp. 293-317.
315. Sleep, B.E., Shackelford, C.D., and Parker, J.C. (2006). Modeling of fluid transport through barriers. In Barrier Systems for Environmental Contaminant Containment and Treatment, C.C. Chien, H.I. Inyang, and L.G. Everett, eds. CRC Press, Boca Raton, FL, pp. 71-141.
316. Snyder, K.A. (2000). Effect of Drying Shrinkage Cracks and Flexural Cracks on Concrete Bulk Permeability. NISTIR 6519, National Institute of Standards and Technology, Gaithersburg, MD, 29 pp.
317. Snyder, K.A. (2001). Validation and Modification of the 4SIGHT Computer Program. NISTIR 6747, National Institute of Standards and Technology, Gaithersburg, MD, 85 pp.
318. Snyder, K.A., and Clifton, J.R. (1995). 4SIGHT, Manual: A Computer Program for Modeling Degradation of Underground LLW Concrete Vaults. NISTIR 5612, National Institute of Standards and Technology, Gaithersburg, MD, 73 pp.
319. Snyder, K.A., Clifton, J.R., and Pommersheim, J. (1995). Computer program to facilitate performance assessment of underground low-level waste concrete vaults. In Scientific Basis for Nuclear Waste Management XIX, W.A. Murphy and D.A. Knecht, eds. Materials Research Society, Pittsburgh, PA, pp. 491-498.
320. Soong, T.Y., and Koerner, R.M. (1998). Laboratory study of high density polyethylene geomembrane waves. In Proceedings of the Sixth International Conference on Geosynthetics, vol. 1, March 1, 1998, Atlanta. Industrial Fabrics Association International, St. Paul, MN, pp. 301-306.
321. Southen, J.M., and Rowe, R.K. (2002). Desiccation behaviour of composite landfill lining systems under thermal gradients. In Proceedings of the International Symposium on Geosynthetic Clay Barriers, April, Nuremberg, Germany. University of Queens, Kingston, Ontario, Canada, pp. 311-320.
322. Southen, J.M., and Rowe, R.K. (2004). Investigation of the behavior of geosynthetic clay liners subjected to thermal gradients in basal liner applications. Journal of ASTM International, 1(2) doi:10.1520/JAI11740, 13 pp.
323. Southen, J.M., and Rowe, R.K. (2005). Laboratory investigation of GCL desiccation in a composite liner subjected to thermal gradients. Journal of Geotechnical and Geoenvironmental Engineering, 131(7):925-935.
324. Spokas, K., Bogner, J., Chanton, J., Morcet, M., Aran, C., Graff, C., Moreaule- Golvan, Y., Bureau, N., and Hebe, I. (2006). Methane mass balance at three landfill sites: What is the efficiency of capture by gas collection systems? Waste Management, 26(5):516-525.
325. Sporer, H. (2002). Exhumed clay geosynthetic barriers. Unpublished presentation at the International Symposium on Clay Geosynthetic Barriers, Nuremberg, Germany.
326. Sporer, H., and Gartung, E. (2002a). Laboratory tests on desiccation of geosynthetic clay liners. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds., A.A. Balkema Publishers, Lisse, The Netherlands, pp. 331-338.
327. Sporer, H., and Gartung, E. (2002b). Examinations on the self-healing capacity of geosynthetic clay liners. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 339-343.
328. Stark, T.D., and Poeppel, A.R. (1994). Landfill liner interface strengths from torsional ring shear tests. Journal of Geotechnical Engineering, 120(3):597-615.
329. Stern, R.T., and Shackelford, C.D. (1998). Permeation of sand-processed clay mixtures with calcium chloride solutions. Journal of Geotechnical and Geoenvironmental Engineering, 124(3):231-241.
330. Stone, J.L. (1984). Leakage monitoring of the geomembrane for proton decay experiment. In Proceedings of the International Conference on Geomembranes, vol. 2, Denver, CO, pp. 475-480.
331. Sullivan, T.M., Heiser, J., Gard, A., and Senum, G. (1998). Monitoring subsurface barrier integrity using perfluorocarbon tracers. Journal of Environmental Engineering, 124(6):490-497.
332. Tarnowski, C., Baldauf, S., and Sost, E. (2005). Assessment of the durability of HDPE-geomembranes in landfills: Practical approach under consideration of material examination performed during service life. In Proceedings of Sardinia '05: The Tenth International Waste Management and Landfilling Symposium, Environmental Sanitary Engineering Centre, University of Cagliari, Italy, 16 pp (on CD ROM).
333. Thiel, R.S., and Criley, K. (2005). Hydraulic conductivity of partially prehydrated GCLs under high effective confining stress for three real leachates. In Proceedings of Geo-Frontiers 2005 Congress, January 24-26, 2005, Austin, E.M. Rathje, ed. Geotechnical Special Publications 130-142 and GRI-18, American Society of Civil Engineers, Reston, VA (on CD ROM).
334. Thiel, R., and Richardson, G.N. (2005). Concern for GCL shrinkage when installed on slopes. In Proceedings of the Geo-Frontiers 2005 Congress, January 24-26, 2005, Austin. Geotechnical Special Publication, American Society of Civil Engineers, Reston, VA, 7 pp (on CD-ROM).
335. Thiel, R., Giroud, J.P., Erickson, R., Criley, K., and Bryk, J. (2006). Laboratory measurements of GCL shrinkage under cyclic changes in temperature and hydration conditions. In Proceedings of the 8th International Conference on Geosynthetics, September 2006, Yokohama, Japan, J. Kuwano and J. Koseki, eds. Millpress Science Publishers, pp. 157-162.
336. Thies, M., Gerloff, C., Müller, W., and Seeger, S. (2002). Long-term shear testing of geosynthetic clay liners. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 97-104.
337. Thomas, M.D.A., Shehata, M.H., Shashiprakash, S.G., Hopkins, D.S., and Cail, K. (1999). Use of ternary cementitious systems containing silica fume and fly ash in concrete. Cement and Concrete Research, 29:1207-1214.
338. Thomas, R.W. (2002). Thermal oxidation of polypropylene geotextile used in geosynthetic clay barriers. In Clay Geosynthetic Barriers, H. Zanzinger, R.M. Koerner, and E. Gartung, eds. A.A. Balkema Publishers, Lisse, The Netherlands, pp. 87-96.
339. Tixier, R., and Mobasher, B. (2003a). Modeling of damage in cement-based materials subjected to external sulfate attack-Part 1: Formulation. Journal of Materials Engineering, 15(4):305-313.
340. Tixier, R., and Mobasher, B. (2003b). Modeling of damage in cement-based materials subjected to external sulfate attack-Part 2: Comparison with experiments. Journal of Materials Engineering, 15(4):314-322.
341. Tognon, A.R., Rowe, R.K., and Moore, I.D. (2000). Geomembrane strain observed in large-scale testing of protection layers. Journal of Geotechnical and Geoenvironmental Engineering, 126(12):1194-1208.
342. Torrent, R.J. (1992). A two-chamber vacuum cell for measuring the coefficient of permeability to air of the concrete cover on site. Materials and Structures, 25(6):358-365.
343. Toupiol, C., Willingham, T.W., Valocchi, A.J., Werth, C.J., Krapac, I.G., Stark, T.D., and Daniel, D.E. (2002). Long-term tritium transport through field-scale compacted soil liner. Journal of Geotechnical and Geoenvironmental Engineering, 128(8):640-650.
344. Touze-Foltz, N., Rowe, R.K., and Duquennoi, C. (1999). Liquid flow through composite liners due to geomembrane defects: Analytical solutions for axi-symmetric and two-dimensional problems. Geosynthetics International, 6(6):455-479 (Erratum: 2000, 7(1):77).
345. Touze-Foltz, N., Rowe, R.K., and Navarro, N. (2001a). Liquid flow through composite liners due to geomembrane defects: Nonuniform hydraulic transmissivity at the liner interface. Geosynthetics International, 8(1):1-26.
346. Touze-Foltz, N., Schmittbuhl, J., and Memier, M. (2001b). Geometric and spatial parameters of geomembrane wrinkles on large scale model tests. In Proceedings, Geosynthetics 2001, February, Portland, OR. Industrial Fabrics Association International, St. Paul, MN, pp. 715-728.
347. Trautwein, S.J., and Boutwell, G.P. (1994). In situ hydraulic conductivity tests for compacted soil liners and caps. In Hydraulic Conductivity and Waste Contaminant Transport in Soil, D.E. Daniel and S.J. Trautwein, eds. American Society for Testing and Materials, West Conshohoken, PA, pp. 184-223.
348. Trautwein, S.J., and Williams, C.E. (1990). Performance evaluation of earthen liners. In Waste Containment Systems: Construction, Regulation, and Performance, R. Bonaparte, ed. American Society of Civil Engineers, Reston, VA, pp. 30-51.
349. Vangpaisal, T., and Bouazza, A. (2004). Gas permeability of partially hydrated geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 130(1):93-102.
350. VanGulck, J.F., and Rowe, R.K. (2004). Influence of landfill leachate suspended solids on clog (biorock) formation. International Journal of Integrated Waste Management, Science and Technology, 24:723-738.
351. Vasko, S.M., Jo, H.Y., Benson, C.H., Edil, T.B., and Katsumi, T. (2001). Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions. In Proceedings, Geosynthetics 2001, Portland. Industrial Fabrics Association International, St. Paul, MN, pp. 685-699.
352. Viebke, J., Elble, E., Ifwarson, M., and Gedde, U.W. (1994). Degradation of unstabilized medium-density polyethylene pipes in hot-water applications. Polymer Engineering and Science, 34(17):1354-1361.
353. Ward, A.L., and Gee, G.W. (2001). The Application of Electromagnetic Techniques to Cover Performance Monitoring: Milestones, A1 -3 Interim Report on Hanford Barrier Monitoring. Pacific Northwest National Laboratory, Richland, WA.
354. Whang, J.M. (1995). Chemical-based barrier materials. In Assessment of Barrier Containment Technologies, R.R. Rumer and J.K. Mitchell, eds. National Technical Information Service, Springfield, VA, pp. 211-246.
355. Willingham, T.W., Werth, C.J., Valocchi, A.J., Krapac, I.G., Toupiol, C., Stark, T.D., and Daniel, D.E. (2004). Evaluation of multidimensional transport through a field-scale compacted soil liner. Journal of Geotechnical and Geoenvironmental Engineering, 130(9):887-895.
356. Wilson-Fahmy, R.F., Narejo, D.B., and Koerner, R.M. (1996). Puncture protection of geomembranes, Part I-Theory. Geosynthetics International, 3(5):605-628.
357. Yanful, E.K., Quigley, R.M., and Nesbitt, W. (1988). Heavy metal migration at a landfill site. Part II: Metal partitioning and geotechnical implications. Applied Geochemistry, 3:623-629.
358. Yeo, S.-S., Shackelford, C.D., and Evans, J.C. (2005). Membrane behavior of model soil-bentonite backfill mixtures. Journal of Geotechnical and Geoenvironmental Engineering, 131(4):418-429.
359. Yesiller, N., and Hanson, J.L. (2003). Analysis of temperatures at a municipal solid waste landfill. In Proceedings, Sardinia '03: The Ninth International Waste Management and Landfill Symposium, October 6-10, Margherita di Pula, Cagliari, Italy, T.H. Christensen, R. Cossu, and R. Stegmann, eds. Environmental Sanitary Engineering Centre, University of Cagliari, Italy, pp. 1-10.
360. Yesiller, N., Hanson, J.L., and Liu, W.-L. (2005). Heat generation in municipal solid waste landfills. Journal of Geotechnical and Geoenvironmental Engineering, 131(11):1330-1344.
361. Zborowski, A., and Kaloush, K. (2006). Predictive equations to evaluate thermal fracture of asphalt rubber mixtures. In Asphalt Rubber 2006 International Conference Proceedings, October 25-27, Palm Springs, CA.
362. Zornberg, J.G., and McCartney, J.S. (2005). Evaluation of evapotranspiration from alternative landfill covers at the Rocky Mountain Arsenal. In Experus 2005. Advanced Experimental Unsaturated Soil Mechanics- Proceedings of an International Symposium, June 27-29, 2005, Trento, Italy, A. Tarantino, E. Romero, and Y.J. Cui, eds. A.A. Balkema, Rotterdam, The Netherlands.