Compaction conditions and scale-dependent hydraulic conductivity of compacted clay liners

ASTM Special Technical Publication

Volumn , Issue 1384, 2000, Pages 254-273

  Benson, Craig H ^a   Boutwell, Gordon P ^b  

^a University of Wisconsin Madison   (United States)

^b Soil Testing Engineers Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPUTER SIMULATION; HYDRAULIC CONDUCTIVITY; LAND FILL; NUMERICAL ANALYSIS; OPTIMIZATION; RANDOM PROCESSES; SOIL MECHANICS; SOIL TESTING;

CLAY LINERS; INDEX PROPERTIES; LINE OF OPTIMUMS;

COMPACTION;

EID: 0033907811     PISSN: 10403094     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1520/stp15289s     Document Type: Article

References (36)

1. Acar, Y. and Oliveri, I., 1990, "Pore Fluid Effects on the Fabric and Hydraulic Conductivity of Compacted Clay," Transportation Research Record, No. 1219, pp. 144-159.
2. Benson, C., 1991, "Predicting Excursions Beyond Regulatory Thresholds of Hydraulic Conductivity Using Quality Control Measurements," Proceedings of the First Canadian Conference on Environmental Geotechnics, Montreal, May 14-17, pp. 447-454.
3. Benson, C., 1994, "Research Developments in Clay Liner Construction," Proceedings of the 32nd Annual International Solid Waste Exposition, Solid Waste Association of North America, Silver Spring, MD, pp. 81-93.
4. Benson, C. and Boutwell, G., 1992, "Compaction Control and Scale-Dependent Hydraulic Conductivity of Clay Liners," Proceedings of the 15th International Madison Waste Conference, Madison, WI, Dept. of Engineering Prof. Development, University of Wisconsin-Madison, pp. 62-83.
5. Benson, C. and Daniel, D., 1990, "Influence of Clods on Hydraulic Conductivity of Compacted Clay," Journal of Geotechnical Engineering, ASCE, Vol. 116, No. 8, pp. 1231-1248.
6. Benson, C., Daniel, D., and Boutwell, G., 1999, "Field Performance of Compacted Clay Liners," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 5, pp. 390-403.
7. Benson, C., Hardianto, F., and Motan, E., 1994a, "Representative Specimen Size for Hydraulic Conductivity of Compacted Soil Liners," Hydraulic Conductivity and Waste Containment Transport in Soils, STP 1142, ASTM, S. Trautwein and D. Daniel, Eds., pp. 3-29.
8. Benson, C. and Trast, J., 1995, "Hydraulic Conductivity of Thirteen Compacted Clays," Clays and Clay Minerals, Vol. 43, No. 6, pp. 669-681.
9. Benson, C., Zhai, H., and Rashad, S., 1992, "Assessment of Construction Quality Control Measurements and Sampling Frequencies for Compacted Soil Liners," Environmental Geotechnics Report 92-6, Department of Civil and Environmental Engineering, University of Wisconsin-Madison.
10. Benson, C., Zhai, H., and Rashad, S., 1994c, "Statistical Sample Size for Construction of Soil Liners," Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 10, pp. 1704-1724.
11. Benson, C., Zhai, H., and Wang, X., 1994b, "Estimating the Hydraulic Conductivity of Compacted Clay Liners," Journal of Geotechnical Engineering, ASCE, Vol. 120, No. 2, pp. 366-387.
12. Bergstrom, W., Creamer, P., Petrusha, H., and Benson, C., 1994, "Field Performance of a Double Liner Test Pad," Geoenvironment 2000, GSP No. 46, ASCE, pp. 608-623.
13. Blotz, L., Benson, C., and Boutwell, G., 1998, "Estimating Optimum Water Content and Maximum Dry Unit Weight for Compacted Clays," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 9, pp. 907-912.
14. Boutwell, G. and Hedges, C., 1989, Evaluation of Waste-Retention Liners by Multivariate Statistics, Proceedings of the 12th International Conference on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, pp. 815-818.
15. Boutwell, G. and Rauser, C., 1990, "Clay Liner Construction," Geotechnical Engineering in Today's Environment, ASCE - PA Section, Hershey, PA, April, 1990.
16. Box, G. and Muller, M., 1958, "A Note on the Generation of Random Normal Deviates," Annals of Mathematical Statistics, Vol. 29, pp. 610-611.
17. Daniel, D., 1984, "Predicting Hydraulic Conductivity of Compacted Clay Liners," Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 2, pp. 285-300.
18. Daniel, D., 1987, "Earthen Liners for Land Disposal Facilities," Geotechnical Practice for Waste Disposal '87, GSP No. 13, R. D. Woods, Ed., ASCE, pp. 21-39.
19. Daniel, D. and Benson, C., 1990, "Water Content-Density Criteria for Compacted Soil Liners," Journal of Geotechnical Engineering, ASCE, Vol. 116, No. 12, pp. 1811-1830.
20. Day, S. and Daniel, D., 1985, "Hydraulic Conductivity of Two Prototype Clay Liners," Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 8, pp. 957-970.
21. Dunn, J. and Palmer, B., 1994, "Lessons Learned from the Application of Standard Test Methods for Field and Laboratory Hydraulic Conductivity Measurement," Hydraulic Conductivity and Waste Containment Transport in Soils, STP 1142, ASTM, S. Trautwein and D. Daniel, Eds., pp. 335-352.
22. Elsbury, B., Daniel, D., Sraders, G., and Anderson, D., 1990, "Lessons Learned from Compacted Clay Liner," Journal of Geotechnical Engineering, ASCE, Vol. 116, No. 11, pp. 1641-1660.
23. Garcia-Bengochea, I., Lovell, C., and Altschaeffl, A., 1979, "Pore Distribution and Permeability of Silty Clay," Journal of Geotechnical Engineering, ASCE, Vol. 105 No. 7, pp. 839-856.
24. Khire, M., Benson, C., and Bosscher, P., 1997, "Water Balance Modeling of Earthen Landfill Covers," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 8, pp. 744-754.
25. Kraus, J., Benson, C., Erickson, A., and Chamberlain, E., 1997, "Freeze-Thaw and Hydraulic Conductivity of Bentonitic Barriers," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 3, pp. 229-238.
26. Mitchell, J., Hooper, D., and Campanella, R., 1965, "Permeability of Compacted Clay," Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 91, No. 4, pp. 41-65.
27. Mundell, J. and Bailey, B., 1985, "The Design and Testing of a Compacted Clay Barrier to Limit Percolation Through Landfill Covers," Hydraulic Barriers in Soil and Rock, STP 874, A. Johnson, R. Frobel, N. Cavalli, and C. Pettersson, Ed., ASTM, pp. 246-262.
28. Othman, M. and Benson, C., 1993, "Effect of Freeze-Thaw on the Hydraulic Conductivity of Three Compacted Clays from Wisconsin," Transportation Research Record, No. 1369, pp. 118-125.
29. Reades, D., Lahti, L., Quigley, R., and Bacopoulos, A., 1990, "Detailed Case History of Clay Liner Performance," Waste Containment Systems: Construction, Regulation, and Performance, GSP No. 26, ASCE, pp. 156-174.
30. Sai, J. and Anderson, D., 1990, "Field Hydraulic Conductivity Tests for Compacted Soil Liners," Geotechnical Testing Journal, ASTM Vol. 13, No. 3, pp. 215-225.
31. Shackelford, C. and Javed, F., 1991, "Large-Scale Laboratory Permeability Testing of a Compacted Clay Soil," Geotechnical Testing Journal, ASTM, Vol. 14, No. 2, pp. 171-179.
32. Trast, J. and Benson, C., 1995, "Estimating Field Hydraulic Conductivity at Various Effective Stresses," Journal of Geotechnical Engineering, ASCE, Vol. 121, No. 10, pp.736-740.
33. Trautwein, S. and Boutwell, G., 1994, "In Situ Hydraulic Conductivity Tests for Compacted Soil Liners and Caps," Hydraulic Conductivity and Waste Containment Transport in Soils, STP 1142, ASTM, S. Trautwein and D. Daniel, Eds., pp. 184-223.
34. Trautwein, S. and Williams, C., 1990, "Performance Evaluation of Earthen Liners," Waste Containment Systems: Construction, Regulation, and Performance, GSP No. 26, ASCE, pp. 30-52.
35. Tritico, P. and Langston, R., 1995, "Practice Improvements for the Design and Construction of Clay Barriers," Geoenvironment 2000, GSP No. 46, ASCE, pp. 624-640.
36. Wang, X. and Benson, C., 1995, "Infiltration and Field-Saturated Hydraulic Conductivity of Compacted Clay," Journal of Geotechnical Engineering, ASCE, Vol. 121, No. 10, pp. 713-722.