Dependency of Compatibility Termination Criteria on Prehydration and Bentonite Quality for Geosynthetic Clay Liners |
Lee Jae-Myung
(Dept. of Civil Engrg., Colorado State Univ.)
Shackelford Charles D. (EPA Rocky Mountain Regional Hazardous Substance Research Center(RMRHSRC), Dept. of Civil Engrg., Colorado State Univ.) Choi Jae-Soon (Dept. of Civil Engrg., Yonsei Univ.) Jung Moon-Kyung (Korea Institute of Construction Technology (KICT)) |
1 | Bowders, J. J., Jr. (1988), 'Termination Criteria for Clay Permeability Testing (Discussion)', Journal of Geotechnical Engineering, ASCE, Vol.114, No.8, pp.947-949 DOI |
2 | Daniel, D. E., Bowders, J. J., Jr., and Gilbert, R. B. (1997), 'Laboratory Hydraulic Conductivity Testing of GCLs in Flexible-Wall Permeameters', Testing and Acceptance Criteria for Geo-synthetic Clay Liners, L. W. Well (ed.), ASTM STP 1308, West Conshohocken, pp.208-226 |
3 | Dobras, T. N. and Elzea, J. M. (1993), 'In-Situ Soda Ash Treatment for Contaminated Geosynthetic Clay Liners', Geosynthetics '93, Industrial Fabrics Association International, St. Paul, MN, Vol.3, pp.1145-1160 |
4 | Imamura, S., Sueoka, T., and Kamon, M. (1996), 'Long Term Stability of Bentonite/Sand Mixtures at L.L.R.W. Storage', Environmental Geotechnics, M. Kamon (ed.), A. A. Balkema, Rotterdam, Vol.1, pp.545-550 |
5 | Lee, J.-M. (2004), Long-TermHydraulic Performance of Geosynthetic Clay Liners Subjected to Inorganic Salt Solutions, Ph.D. Dissertation, Colorado State University, Fort Collins, CO, 402 p |
6 | Lee, J.-M. and Shackelford, C. D. (2005a), 'Concentration Dependency of the Prehydration Effect for a Geosynthetic Clay Liner', Soils and Foundations, Japanese Geotechnical Society, in review |
7 | Quaranta, J. D., Gabr, M. A., and Bowders, J. J., Jr. (1997), 'First-Exposure Performance of the Bentonite Component of a GCL in a Low-pH, Calcium-Enriched Environment', Testing and Acceptance Criteria for Geosynthetic Clay Liners, L. W. Well (ed.), ASTM STP 1308, West Conshohocken, PA, pp.162-180 |
8 | Shackelford, C. D. (1994), 'Waste-Soil Interactions that Alter Hydraulic Conductivity', Hydraulic Conductivity and Waste Contaminant Transport in Soil, D. E. Daniel and S. J. Trautwein (eds.), ASTM STP 1142, West Conshohocken, PA, pp.111-168 |
9 | Shan, H.-Y. and Lai, Y.-J. (2002), 'Effect of Hydrating Liquid on the Hydraulic Properties of Geosynthetic Clay Liners', Geotextiles and Geomembranes, Vol.20, No.1, pp.19-38 DOI ScienceOn |
10 | Stem, R. T. and Shackelford, C. D. (1998), 'Permeation of Sand-Processed Clay Mixtures with Calcium Chloride Solutions', Journal ofGeotechnical and Geoenvironmental Engineering, ASCE, Vol.124, No.3, pp.231-241 DOI ScienceOn |
11 | 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 Geomem-branes, Vol.19, No.7, pp.427-444 DOI ScienceOn |
12 | Bowders, J. J., Jr. and Daniel, D. E. (1987), 'Hydraulic Conductivity of Compacted Clay to Dilute Organic Chemicals', Journal of Geotechnical Engineering, ASCE, Vol.113, No.12, pp.1432-1448 DOI ScienceOn |
13 | Lee, J.-M. and Shackelford, C. D. (2005b), 'Impact of Bentonite Quality on Hydraulic Conductivity of Geosyntehtic Clay Liners', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, in press |
14 | Melchior, S. (1997), 'In-Situ Studies on the Performance of Landfill Caps (compacted clay liners, geomembranes, geosynthetic clay liners, capillary barriers)', Proceedings, International Containment Conference, St. Petersburg, FL, pp.365-373 |
15 | Petrov, R. J., Rowe, R. K., and Quigley, R. M. (1997b), 'Selected Factors Influencing GCL Hydraulic Conductivity', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.123, No.8, pp.683-695 DOI ScienceOn |
16 | 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', Geosynthetics '93, Industrial Fabrics Association International, St. Paul, MN, Vol.3, pp.1483-1496 |
17 | 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, ASCE, Vol.123, No.5, pp.438-445 DOI ScienceOn |
18 | Ruhl, J. L. and Daniel, D. E. (1997), 'Geosynthetic Clay Liners Permeated with Chemical Solutions and Leachates', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.123, No.4, pp.369-381 DOI ScienceOn |
19 | Daniel, D. E. (1994), 'State-of-art: Laboratory Hydraulic Con-ductivity Tests for Saturated Soils', Hydraulic Conductivity and Waste Contaminant Transport in Soil, D. E. Daniel and S. J. Trautwein (eds.), ASTM STP 1142, West Conshohocken, PA, pp.30-78 |
20 | Didier, G. and Comeaga, L. (1997), 'Influence ofInitiai Hydration Conditionson GeL Leachate Permeability', Testing and Acceptance Criteria for Geosynthetic Clay Liners, L. W. Well (ed.), ASTM STP 1308, West Conshohocken, PA, pp.181-195 |
21 | James, A. N., Fullerton, D., and Drake, R. (1997), 'Field Performance of GCL under Ion Exchange Conditions', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.123, No.10, pp.897-902 DOI ScienceOn |
22 | Jo, H. Y, Katsumi, T., Benson, C. H., and Edil, T. B. (2001), 'Hydraulic Conductivity and Swelling of Nonprehydrated GCLs Permeated with Single-Species Salt Solutions', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.127, No.7, pp.557-567 DOI ScienceOn |
23 | Bowders, J. J., Jr., Daniel, D. E., Broderick, G. P., and Liljestrand, H. M. (1986), 'Methods for Testing the Compatibility of Clay Liners with Landfill Leachate', Hazardous and Industrial Solid Waste Testing: Fourth Symposium, J. K. Petros, Jr., W. J. Lacy, and R. A. Conway (eds.), ASTM STP 886, West Conshohocken, PA, pp.233-250 |
24 | 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, ASTM, Vol.20, No.1, pp.49-62 DOI ScienceOn |
25 | 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, Vol.34, No.6, pp.863-885 DOI ScienceOn |
26 | Shackelford, C. D., Benson, C. H., Katsumi, T., Edil, T. B., and Lin, L. (2000), 'Evaluation the Hydraulic Conductivity of GCLs Permeated with Non-Standard Liquids', Geotextiles and Geomem-branes, Vol.18, No.2-4, pp.133-161 DOI ScienceOn |
27 | Alther, G., Evans, J. C., Fang, H.-Y, and Witmer, K. (1985), 'Influence of Inorganic Permeants upon the Permeability of Bentonite', Hydraulic Barriers in Soil and Rock, A. I. Johnson, R. K. Frobel, N. J. Cavalli, and C. B. Pettersson (eds.), ASTM STP 874, West Conshohocken, PA, pp.64-73 |
28 | Peirce, J. J. and Witter, K. A. (1986), 'Termination Criteria for Clay Permeability Testing', Journal of Geotechnical Engineering, ASCE, Vol.112, No.9, pp.841-854 DOI ScienceOn |
29 | Shan, H.-Y. and Daniel, D. E. (1991), 'Results of Laboratory Tests on a Geotextile/Bentonite Liner Material', Geosynthetics '91, Industrial Fabrics Association International, St. Paul, MN, VoI.2, pp.517-535 |
30 | 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, ASCE, Vol.126, No.1, pp.40-49 DOI ScienceOn |
31 | Vasko, S. M, Jo, H. Y., Benson, C. H., Edil, T. B., and Katsumi, T. (2001), 'Hydraulic Conductivity of Partially Prehydrated Geosynthetic Clay Liners Permeasted with Aqueous Calcium Chloride Solutions', Proceedings, Geosynthetics '01, St. Paul, MN, pp.685-699 |
32 | Kolstad, D. C. (2000), Compatibility of Geosynthetic Clay Liners (GCLs) with Multi-Species Inorganic Solutions, M.S. Thesis, University of Wisconsin at Madison, Wl, 167 p |