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ERDC TN-DOER-R6
December 2004
American Society for Testing and Materials (ASTM). (2000f).  "Standard test methods for measurement of
hydraulic conductivity of saturated porous materials using a flexible wall permeameter," ASTM D5084-00, West
Conshohocken, PA.
_______. (2000g). "Standard test methods for laboratory compaction characteristics of soil using standard effort
(12,400 ft-lbf/ft3 (600 kN-m/m3))," ASTM D698-00a, West Conshohocken, PA.
_______. (2000h). "Standard test methods for laboratory compaction characteristics of soil using modified effort
(56,000 ft-lbf/ft3 (2,700 kN-m/m3))," ASTM D1557-00, West Conshohocken, PA.
_______. (2001). "Test method for bursting strength of textiles-constant-rate-of-traverse (CRT) ball burst test,"
ASTM D3787-01, West Conshohocken, PA.
_______. (2002). "Standard test method for tensile properties of thin plastic sheeting," ASTM D882-02, West
Conshohocken, PA.
_______. (2003). "Standard test method for initial tear resistance of plastic film and sheeting," ASTM D1004-
94a(2003), West Conshohocken, PA.
Aziz, N. M., and Schroeder, P. R. (1999). "Documentation of the HELPQ module for ADDAMS: Hydrologic
evaluation of leachate production and quality for confined disposal facilities," Environmental Effects of
Dredging Technical Notes EEDP-06-20, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Benson, C. H., and Othman, M. A. (1993). "Hydraulic conductivity of compacted clay frozen and thawed in situ,"
Journal of Geotechnical Engineering, ASCE 119 (2): 276-294.
Boynton, S. S., and Daniel, D. E. (1985). "Hydraulic conductivity test on compacted clay," Journal of Geotechnical
Engineering, ASCE 111 (4): 465-478.
Daniel, D. E., and Benson, C. H. (1990). "Water content-density criteria for compacted soil liners," Journal of
Geotechnical Engineering 116 (12): 1811-1830.
Daniel, D. E., and Wu, Y. (1993). "Compacted clay liners and covers for arid sites," Journal of Geotechnical
Engineering 119 (2): 223-237.
Fetter, C. W. (2001). Applied hydrogeology. Fourth Edition, Prentice-Hall, Upper Saddle River, NJ.
Giroud, J. P., Badu-Tweneboah, K., and Soderman, K. L.  (1997).  "Comparison of leachate flow through
compacted clay liners and geosynthetic clay liners in landfill liner systems," Geosynthetics International 4(3-4),
391-431.
Gundle Lining Systems, Inc. (1993). Gundseal products manual. Houston, TX.
Hawkins, R. H., and Horton, J. H. (1965). "Bentonite as a protective cover for buried radioactive waste," Health
Physics 13(3): 287-292.
Hayes, D. F., and Schroeder, P. R. (1992a). "Documentation of the DYECON module for ADDAMS: Determining
the hydraulic retention and efficiency of confined disposal facilities," Environmental Effects of Dredging
Technical Notes EEDP-06-17, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Hayes, D. F., and Schroeder, P. R. (1992b). "Documentation of the SETTLE module for ADDAMS: Design of
confined disposal facilities for solids retention and initial storage," Environmental Effects of Dredging Technical
Notes EEDP-06-18, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
Herrmann, J. G. and Elsbury, B. R. (1987). "Influence factors in soil liners construction for waste disposal
facilities," Geotechnical Practice for Waste Disposal, ASCE, Ann Arbor, MI.
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