A critical review on granular dam filter behaviour – from particle sizes to constriction-based design criteria

References

• Bertram , G. E. An experimental investigation of protective filters. Report, Harvard Graduate School of Engineering . Publication No. 267 (7) . 1940 .
   Google Scholar
• De Mello , V. 1977 . Reflections on design decisions of practical significance to embankment dams . Gèotechnique , 27 ( 3 ) : 279 – 355 .
   Google Scholar
• Federico , F. and Musso , A. 1993 . “ Some advances in the geometric-probabilistic method for filter design ” . In Filters in Geotechnical and Hydraulic Engineering , Edited by: Brauns , J. , Heibaum , M. and Schuler , U. 75 – 82 . Rotterdam : Balkema .
   Google Scholar
• Foster , M. and Fell , R. 2001 . Assessing embankment dam filters that do not satisfy design criteria . Journal of Geotechnical and Geoenvironmental Engineering , 127 ( 5 ) : 398 – 407 .
   Google Scholar
• Fuller , W. B. and Thompson , W. E. 1907 . The laws of proportioning concrete . Transactions of American Society of Civil Engineers , 5 : 9
   Google Scholar
• Giroud , J. 1996 . “ Granular filters and geotextile filters ” . In Proceedings, Geofilters '96 , Edited by: Lafleur , J. and Rollin , A. L. 565 – 680 . Montreal : Bitech Publications .
   Google Scholar
• Head , K. H. 1982 . Manual of soil laboratory testing, permeability, shear strength and compressibility tests , Vol. 2 , London : Pentech Press .
   Google Scholar
• Honjo , Y. and Veneziano , D. 1989 . Improved filter criterion for cohesionless soils . Journal of Geotechnical Engineering , 115 ( 1 ) : 75 – 94 .
   Google Scholar
• Humes , C. 1996 . “ A new approach to compute the void-size distribution curves of protective filters ” . In Proceedings, Geofilters '96 , Edited by: Lafleur , J. and Rollin , A. L. 57 – 66 . Montreal : Bitech Publications .
   Google Scholar
• International Commission on Large Dams (ICOLD) . 1994 . Embankment dams - filters and drains , France .
   Google Scholar
• Indraratna , B. and Locke , M. 1999 . Design methods for granular filters – critical review . Proceedings, Institution of Civil Engineers, Geotechnical Engineering , 137 : 137 – 147 .
   Google Scholar
• Indraratna , B. and Locke , M. 2000 . “ Analytical modelling and experimental verification of granular filter behaviour ” . In Keynote Paper, Filters and Drainage in Geotechnical and Geoenvironmental Engineering , Edited by: Wolski , W. and Mlynarek , J. 3 – 26 . Rotterdam : Balkema .
   Google Scholar
• Indraratna , B. and Raut , A. K. 2006 . Enhanced criterion for base soil retention in embankment dam filters . Journal of Geotechnical and Geoenvironmental Engineering , 132 ( 12 ) : 1621 – 1627 .
   Google Scholar
• Indraratna , B. and Vafai , F. 1997 . Analytical model for particle migration within base soil - filter system . Journal of Geotechnical and Geoenvironmental Engineering , 123 ( 2 ) : 100 – 109 .
   Google Scholar
• Indraratna , B. , Dilema , E. L.G. and Nutalaya , P. 1990 . Design of granular filters for a lateritic residual soil . Dam Engineering , 1 ( 3 ) : 201 – 220 .
   Google Scholar
• Indraratna , B. , Vafai , F. and Dilema , E. 1996 . An experimental study of the filtration of a lateritic clay slurry by sand filters . Proceedings, Institution of Civil Engineering, Geotechnical Engineering , 119 ( 2 ) : 75 – 83 .
   Google Scholar
• Indraratna , B. , Raut , A. K. and Khabbaz , H. 2007 . Constriction-based retention criterion for granular filter design . Journal of Geotechnical and Geoenvironmental Engineering , 133 ( 3 ) : 266 – 276 .
   Google Scholar
• Kenney , T. and Lau , D. 1985 . Internal stability of granular filters . Canadian Geotechnical Journal , 22 ( 2 ) : 215 – 225 .
   Web of Science ®Google Scholar
• Kenney , T. C. , Chahal , R. , Chiu , E. , Ofoegbu , G. I. , Omange , G. N. and Ume , C. A. 1985 . Controlling constriction sizes of granular filters . Canadian Geotechnical Journal , 22 ( 1 ) : 32 – 43 .
   Google Scholar
• Kwang , T. 1990 . Improvement of dam filter criterion for cohesionless base soil , Bangkok, , Thailand : Asian Institute of Technology . Thesis (M.Eng)
   Google Scholar
• Lafleur , J. 1984 . Filter testing of broadly graded cohesionless soils . Canadian Geotechnical Journal , 21 ( 4 ) : 634 – 643 .
   Google Scholar
• Lafleur , J. , Mlynarek , J. and Rollin , A. L. 1989 . Filtration of broadly graded cohesionless soils . Journal of Geotechnical Engineering , 115 ( 12 ) : 1747 – 1768 . ASCE
   Google Scholar
• Locke , M. and Indraratna , B. 2002 . Filtration of broadly graded soils – the reduced PSD method . Gèotechnique , 52 ( 4 ) : 285 – 287 .
   Google Scholar
• Locke , M. , Indraratna , B. and Adikari , G. 2001 . Time-dependent particle transport through granular filters . Journal of Geotechnical and Geoenvironmental Engineering , 127 ( 6 ) : 521 – 529 .
   Google Scholar
• Musso , A. and Federico , F. . Pore size distribution in filtration analysis . Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering . San Francisco. pp. 1207 – 1212 . Balkema .
   Google Scholar
• Natural Resources Conservation Services (NRCS) . 1994 . “ Gradation design of sand and gravel filters ” . In National engineering handbook , USDA . Chapter 26, Part 633
   Google Scholar
• Raut , A. K. and Indraratna , B. 2004 . Constriction size distribution of a non-uniform granular filter . Proceedings, 15th South East Asian Geotechnical Conference . 2004 , Bangkok, Thailand. pp. 409 – 414 .
   Google Scholar
• Schuler , U. 1996 . “ Scattering of the composition of soils: an aspect for the stability of granular filters ” . In Proceedings, Geofilters '96 , Edited by: Lafleur , J. and Rollin , A. L. 21 – 34 . Montreal : Bitech Publications .
   Google Scholar
• Sherard , J. and Dunnigan , L. 1985 . “ Filters and leakage control in embankment dams ” . In Proceedings, Symposium on Seepage and Leakage from Dams and Impoundments , Edited by: Volpe , R. L. and Kelly , W. E. 1 – 30 . ASCE .
   Google Scholar
• Sherard , J. and Dunnigan , L. 1989 . Critical filters for impervious soils . Journal of the Geotechnical Engineering Division , 115 ( 7 ) : 927 – 947 . ASCE
   Google Scholar
• Sherard , J. , Dunnigan , L. and Talbot , J. 1984a . Basic properties of sand and gravel filters . Journal of Geotechnical Engineering , 110 ( 6 ) : 684 – 700 .
   Google Scholar
• Sherard , J. , Dunnigan , L. and Talbot , J. 1984b . Filters for silts and clays . Journal of Geotechnical Engineering , 110 ( 6 ) : 701 – 718 .
   Google Scholar
• Silveira , A. . An analysis of the problem of washing through in protective filters . Proceedings, 6th International Conference on Soil Mechanics and Foundation Engineering . Canada. Vol. 2 , pp. 551 – 555 .
   Google Scholar
• Silveira , A. 1993 . “ A method for determining the void size distribution curve for filter materials ” . In Proceedings, Filters in Geotechnical and Hydraulic Engineering , Edited by: Brauns , J. , Heibaum , M. and Schuler , U. 71 – 74 . Rotterdam : Balkema .
   Google Scholar
• Silveira , A. , Peixoto , D. L.T. and Nogueira , J. B. 1975 . On void size distribution of granular materials . Proceedings, 5th Pan-American Conference of Soil Mechanics and Foundations Engineering . 1975 . pp. 161 – 176 .
   Google Scholar
• Soria , M. , Aramaki , R. and Viviani , E. 1993 . “ Experimental determination of void size curves ” . In Proceedings, Filters in Geotechnical and Hydraulic Engineering , Edited by: Brauns , J. , Heibaum , M. and Schuler , U. 43 – 48 . Rotterdam : Balkema .
   Google Scholar
• Terzaghi , K. and Peck , R. B. 1948 . Soil Mechanics in Engineering Practice , New York : John Wiley & Sons .
   Google Scholar
• United States Army Corps of Engineers (USACE) . Investigation of filter requirements for underdrains . Technical Memorandum No. 3–360 . 1953 . Vicksburg, Mississippi: U.S. Waterways Experiment Station
   Google Scholar
• United States Bureau of Reclamation (USBR) . 1963 . Earth Manual , 1st , Washington, DC : US Govt. Printing Office . (revised)
   Google Scholar
• Vaughan , P. R. and Soares , H. F. 1982 . “ Design of filters for clay cores of dams ” . In Journal of the Geotechnical Engineering Division , 17 – 31 . ASCE : 108 .
   Google Scholar
• Witt , K. 1993 . “ Reliability study of granular filters ” . In Proceedings, Filters in Geotechnical and Hydraulic Engineering , Edited by: Brauns , J. , Heibaum , M. and Schuler , U. 35 – 42 . Rotterdam : Balkema .
   Google Scholar
• Wittman , L. . The process of soil-filtration – its physics and the approach in engineering practice . Proceedings, 7th European Conference of Soil Mechanics and Foundation Engineering . Brighton, UK. Vol. 1 , pp. 303 – 310 .
   Google Scholar