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2018 | 27 | 6 |

Tytuł artykułu

Assessing diffusion and conductivity on waste tire crumb and rock flour for constructing a barrier liner in a landfill

Warianty tytułu

Języki publikacji

EN

Abstrakty

EN
For this study we investigated 2 series compounds by 2 waste materials – rock flour and tire crumbs – for use as barrier liner material. The first series used marble rock flour-clay (RF-C) mixture and the second used series clay soil-tire crumb (C-TC) mixture. The compounds were mixed, compacted, and tested for diffusion and permeability. The obtained diffusion coefficients (predicted and observational data) were compared with the recommended diffusion coefficient for a compacted clayey liner. The results of research showed that the compounds contain maximum 50% RF and 40% TC in the first and second series, respectively. Due to the presence of a sufficient amount of clay minerals, it has an appropriate ion absorption property that is necessary for landfill liner. Then the permeability of compounds in various pressures was determined. The obtained permeability are in the range of values recommended for the compacted clayey liners, and therefore this material is acceptable in terms of molecular diffusion and permeability. It could be said the compression capability and adsorption characteristic of this material are comparable to clayey liners, and this material could be recommended as an alternative material for landfill liner construction.

Słowa kluczowe

Wydawca

-

Rocznik

Tom

27

Numer

6

Opis fizyczny

p.2719-2728,fig.,ref.

Twórcy

autor
  • Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran
autor
  • Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran
autor
  • Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran

Bibliografia

  • 1. ROWE R.K. Performance of GCLs in liners for landfill and mining applications. Environmental Geotechnics, 1 (1), 3, 2014.
  • 2. DE CAMILLIS M., DI EMIDIO G., BEZUIJEN A. VERÁSTEGUI-FLORES RD. Hydraulic conductivity and swelling ability of a polymer modified bentonite subjected to wet-dry cycles in seawater. Geotextiles and Geomembranes, 44 (5), 739, 2016.
  • 3. LIU Y., GATES W.P., BOUAZZA A., ROWE R.K. Fluid loss as a quick method to evaluate hydraulic conductivity of geosynthetic clay liners under acidic conditions. Canadian Geotechnical Journal, 51 (2), 158, 2013.
  • 4. DI EMIDIO G., MAZZIERI F., VERASTEGUI-FLORES R.D., VAN IMPE W., BEZUIJEN A. Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners. Geosynthetics International, 22 (1), 125, 2015.
  • 5. SHACKELFORD C.D, MEIER A., SAMPLE-LORD K. Limiting membrane and diffusion behavior of a geosynthetic clay liner. Geotextiles and Geomembranes, 44 (5), 707, 2016.
  • 6. SABAT A.K., NAYAK R. Evaluation of fly ash-calcium carbide residue stabilized expansive soil as a liner material in engineered landfill. Electronic Journal of Geotechnical Engineering, 20 (15), 6703, 2015.
  • 7. PRASHANTH J., SIVAPULLAIAH P., SRIDHARAN A. Pozzolanic fly ash as a hydraulic barrier in land fills. Engineering Geology, 60 (1), 245, 2001.
  • 8. KALKAN E., AKBULUT S. The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Engineering Geology, 73 (1), 145, 2004.
  • 9. KAYABALI K. Engineering aspects of a novel landfill liner material: bentonite-amended natural zeolite. Engineering Geology, 46 (2), 105, 1997.
  • 10. VARADARAJAN R., VENKATESAN G., SWAMINATHAN G. Removal of Copper Using Clay Admixed with Quarry Fines as Landfill Liners. Polish Journal of Environmental Studies, 25 (1), 2016.
  • 11. KATSUMI T., BENSON C., FOOSE G., KAMON M. Performance-based design of landfill liners. Engineering Geology, 60 (1), 139, 2001.
  • 12. SHACKELFORD C.D., BENSON C.H., KATSUMI T., EDIL T.B., LIN L. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids .Geotextiles and Geomembranes, 18 (2), 133, 2000.
  • 13. KING K., QUIGLEY R., FERNANDEZ F., READES D., BACOPOULOS A. Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liner, Maple, Ontario. Canadian Geotechnical Journal, 30 (1), 124.34, 1993.
  • 14. ROWE R., BOOKER J. Clayey barrier systems for waste disposal facilities: E & FN Spon (Chapman & Hall), London., 1995.
  • 15. AHMED A., UGAI K., KAMEI T. Investigation of recycled gypsum in conjunction with waste plastic trays for ground improvement. Construction and Building Materials, 25 (1), 208, 2011.
  • 16. AHMED A., UGAI K. Environmental effects on durability of soil stabilized with recycled gypsum. Cold regions science and technology, 66 (2), 84, 2011.
  • 17. GUNEY Y., KOPARAL S., AYDILEK A.H. Sepiolite as an alternative liner material in municipal solid waste landfills. Journal of geotechnical and geoenvironmental engineering, 134 (8), 1166, 2008.
  • 18. LAKHANI R., KUMAR R., TOMAR P. Utilization of Stone Waste in the Development of Value Added Products: A State of the Art Review. Journal of Engineering Science & Technology Review, 7 (3), 2014.
  • 19. SUTCU M., ALPTEKIN H., ERDOGMUS E., ER Y., GENCEL O. Characteristics of fired clay bricks with waste marble powder addition as building materials. Construction and Building Materials, 82, 1, 2015.
  • 20. CHEN Y., ZHANG Y., CHEN T., ZHAO Y., BAO S. Preparation of eco-friendly construction bricks from hematite tailings. Construction and Building Materials. 25 (4), 2107, 2011.
  • 21. VELASCO P.M., ORTÍZ M.M., GIRÓ M.M., VELASCO L.M. Fired clay bricks manufactured by adding wastes as sustainable construction material – A review. Construction and Building materials, 63, 97, 2014.
  • 22. ZHANG L. Production of bricks from waste materials – A review. Construction and building materials, 47, 643, 2013.
  • 23. BORIES C., BORREDON M-E., VEDRENNE E., VILAREM G. Development of eco-friendly porous fired clay bricks using pore-forming agents: A review. Journal of environmental management, 143, 186, 2014.
  • 24. LATIFI N., MARTO A., RASHID A., YII J. Strength and Physico-chemical Characteristics of Fly Ash-Bottom Ash Mixture. Arabian Journal for Science & Engineering (Springer Science & Business Media BV), 40 (9), 2015.
  • 25. BILGIN N., YEPREM H., ARSLAN S., BILGIN A., GÜNAY E., MARŞOGLU M. Use of waste marble powder in brick industry. Construction and Building Materials, 29, 449, 2012.
  • 26. NEAZ SHEIKH M., MASHIRI M., VINOD J., TSANG H-H. Shear and compressibility behavior of sand – tire crumb mixtures. Journal of Materials in Civil Engineering, 25 (10), 1366, 2012.
  • 27. RAVICHANDRAN N., HUGGINS L. Applicability of shredded tire chips as a lightweight retaining wall backfill in seismic regions. Geo-Congress: Geo-characterization and Modeling for Sustainability, 3496, 2014.
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  • 34. ROWE R.K. Liner Systems. Chapter 25 of Geotechnical and Geoenvironmental Engineering Handbook;Kluwer Academic Publishing, Norwell, U.S.A, 739, 2001.

Typ dokumentu

Bibliografia

Identyfikatory

Identyfikator YADDA

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