Properties of Fly Ash as Hydraulic Barrier

References

• ASTM D 2166–91 . 1995 . Test Method for Unconfined Compressive Strength of Cohesive Soil , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• ASTM D 698–91 . 1995 . Test Method for Laboratory Compaction Characteristics of Soils Using Standard Effort , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• ASTM D 4318–93 . 1995 . Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• ASTM D 427–93 . 1995 . Test Method for Shrinkage Factors of Soils , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• ASTM D 4166–89 . 1995 . Test Method for One-Dimensional Consolidation Properties of Soils Using Controlled-Strain Loading , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• ASTM D 422–63 . 1995 . Standard Test method for Particle Size Analysis of Soils. , Annual Book of ASTM Standards Vol. 04.08 Philadelphia, PA : American Society for Testing and Materials .
   Google Scholar
• Barbour , S. L. and Fredlund , D. G. 1989 . Mechanisms of osmotic flow and volume change in clay soils . Canadian Geotechnical Journal , 26 : 551 – 562 .
   Web of Science ®Google Scholar
• Barbour , S. L. and Yang , N. 1993 . A review of the influence of clay-brine interactions on the geotechnical properties of Ca-montmorillonitic clay soils from western Canada . Canadian Geotechnical Journal , 30 : 920 – 934 .
   Web of Science ®Google Scholar
• Bowders , J. , Gidley , J. and Usmen , M. 1987 . “ Stabilised fly ash for use as low permeability barriers ” . In Geotechnical Practice for Waste Disposal , 320 – 333 . New York : ASCE . GSP No. 13
   Google Scholar
• Bowders , J. , Usmen , M. and Gidley , J. 1990 . “ Permeability and leachate characteristics of stabilised Class F fly ash ” . In Transportation Research Record , 70 – 77 . Washington, DC : National Council . 1288 TRB
   Google Scholar
• Bowles , J. E. 1996 . Foundation Analysis and Design , 5th ed. , New York : The McGraw Hill Companies Inc .
   Google Scholar
• BS 1377 . 1975 . Test 2(A), Determination of liquid limit, Preferred method using the cone penetrometer , British Standard Institution .
   Google Scholar
• Daniel , D. E. 1993 . Geotechnical Practice for Waste Disposal , London : Chapman & Hall .
   Google Scholar
• Edil , T. , Berthouex , P. and Vesperman , K. 1987 . “ Fly ash a potential waste liner ” . In Geotechnical Practice for Waste Disposal , 447 – 462 . New York : ASCE . GSP No. 13
   Google Scholar
• Edil , T. N. , Sandstrom , P. and Berthouex , P. 1992 . Interaction of inorganic leachate with compacted pozzolanic fly ash . Journal of Geotechnical Engineering , 118 ( 9 ) : 1410 – 1430 .
   Google Scholar
• Elsbury , B. R. , Danie , D. E. and Sraders , G. A. 1990 . Lessons learned from compacted clay liner . Journal of Geotechnical Engineering , 116 ( 11 ) : 1641 – 1659 .
   Google Scholar
• Foreman , D. E. and Daniel , D. E. 1986 . Permeation of compacted clay with organic chemicals . Journal of Geotechnical Engineering , 112 ( 7 ) : 669 – 681 .
   Google Scholar
• Kenney , T. C. , Veen , W. A. , Swallow , M. A. and Sungaila , M. A. 1992 . Hydraulic conductivity of compacted bentonite-sand mixtures . Can. Geotech. J. , 29 : 364 – 374 .
   Web of Science ®Google Scholar
• La Grega , M. D. , Buckingham , P. L. and Evans , J. C. 1994 . Hazards Waste Management , New York : McGraw-Hill Inc .
   Google Scholar
• Mclaren , R. J. and Digioia , A. M. Jr. 1987 . The typical engineering properties of fly ash, Geotechnical Special Publication . Geotechnical Practice for Waste Disposal , No.13 : 683 – 697 .
   Google Scholar
• Mitchell , J. R. and Jaber , M. 1990 . Controlling the long-term properties of clay liners. Geotechnical Special Publication , 84 – 105 . ASCE .
   Google Scholar
• Mitchell , J. K. and Madsen , F. T. 1987 . “ Chemical effects on clay hydraulic conductivity ” . In Geotechnical Practice for Waste Disposal , Geotechnical Special Publication No. 13 87 – 116 . ASCE .
   Google Scholar
• Naik , T. R. and Singh , S. S. 1997 . Permeability of flowable slurry material containing foundry sand and fly ash . Journal of Geotechnical and Geoenvironmental Engineering , 123 ( 5 ) : 446 – 452 .
   Web of Science ®Google Scholar
• Oscarson , D. W. , Dixon , D. A. and Hume , H. B. 1996 . Mass transport through defected bentonite plugs . Applied Clay Science , 11 : 127 – 142 .
   Google Scholar
• Prashanth , J. P. 1999 . Evaluation of the Properties of Fly ash for its Use in Geotechnical Applications , Bangalore : Indian Institute of Science . Ph.D Thesis
   Google Scholar
• Prashanth , J. P. , Sivapullaiah , P. V. and Sridharan , A. 1999 . Compaction behavior of fly ashes . Ground Improvement , 3 : 77 – 88 .
   Google Scholar
• Prashanth , J. P. , Sivapullaiah , P. V. and Sridharan , A. 2001 . Pozzolanic fly ash as hydraulic barrier in land fills . Engineering Geology , 60 : 245 – 252 .
   Web of Science ®Google Scholar
• Qian , X. , Koerner , R. M. and Gray , D. 2002 . Geotechnical Aspects of Landfill Design and Construction , New Jersey : Prentice Hall .
   Google Scholar
• Quigley , R. M. , Fernandez , F. , Yanful , E. , Helgason , T. , Margaritis , A. and Whitby , J. L. 1987 . Hydraulic conductivity of contaminated natural clay directly bellow a domestic landfill . Canadian Geotechnical Journal , 24 : 377 – 382 .
   Web of Science ®Google Scholar
• Rowe , K. R. , Quigley , R. M. and Booker , R. B. 1995 . Clayey Barrier Systems for Waste Disposal Facilities , London : E & FN Spon .
   Google Scholar
• Shackelford , C. and Glade , M. 1985 . “ Constant-flow and constant gradient permeability on sand-bentonite-fly ash mixtures ” . In Hydraulic Conductivity and Waste Contaminant Transport in Soil , Edited by: Daniel , D. and Trautwein , S. 521 – 545 . Philadelphia : ASTM . ASTM STP 1142
   Google Scholar
• Sridharan , A. and Jayadeva , M. S. 1982 . Double layer theory and compressibility of clays . Geotechnique , 32 ( 1 ) : 133 – 144 .
   Google Scholar
• Sridharan , A. , Prashanth , J. P. and Sivapullaiah , P. V. 1997 . Effect of fly ash on unconfined strength of black cotton soil . Ground Improvement , 1 : 169 – 175 .
   Google Scholar
• Taylor , A. W. 1959 . Physico-chemical properties of soils—Ion exchange phenomenon . Journal of Soil Mech. and Foundation Engineering Division, ASCE , 85 : 19 – 30 . (SM-2)
   Google Scholar
• Yang , N. and Barbour , S. L. 1992 . The impact of soil structure and confining stress on the hydraulic conductivity of clays in brine environments . Canadian Geotechnical Journal , 29 : 730 – 739 .
   Web of Science ®Google Scholar