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Nigerian lateritic clay soils as hydraulic barriers to adsorb metals. Geotechnical characterization and chemical compatibility

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The suitability of using lateritic clays from Aviele and Igarra has been investigated both in the Northern part of Edo state, Nigeria as liners of an engineered landfill and to adsorb metals in leachates. Geotechnical characteristics, pH, and elemental composition for the lateritic clay samples were determined. The chemical composition, pH, total dissolved solids and electrical conductivity were determined for leachates collected from two dumpsites. The capacities of the lateritic clay soils to adsorb heavy metals in the leachates were determined using the batch equilibrium adsorption technique. The unconfined compressive strength (UCS) of soils were found to be sufficient to resist damage. By both the standard and modified Proctor compaction tests, it was found that the coefficients of permeability for the soil samples were lower than 1×10–9 m/s that is widely recommended for soils that are to be used as landfill liners. Pb2+, Zn2+ and Cr2+ were the heavy metals in the leachates. The sorption selectivity order for tested soils depended on the soil type and properties.
Rocznik
Strony
209--222
Opis fizyczny
Bibliogr. 19 poz., tab., rys.
Twórcy
autor
  • Department of Civil and Environmental Engineering, Federal University of Technology, Akure, Ondo State, Nigeria
  • Department of Civil Engineering, Covenant University, Ota, Ogun State, Nigeria
  • Department of Civil Engineering, Landmark University, Omu Aran, Kwara State, Nigeria
Bibliografia
  • [1] GUNEY Y., KOPARAL S., AYDILEK A.H., Sepiolite as an alternative liner material in municipal solid waste landfills, J. Geotech. Geoenviron. Eng., 2008, 134 (8), 1166.
  • [2] LEITE A.L., PARAGUASSU A.B., ROWE R.K., Sorption of Cd2+, K+, F–, and Cl– on some tropical soils, Can. Geotech. J., 2003, 40, 629.
  • [3] FREMPONG E.M., YANFUL E.K., Interactions between three tropical soils and municipal solid waste landfill leachate, J. Geotech. Geoenviron. Eng., 2008, 134 (3), 379.
  • [4] OJURI O.O., OGUNDIPE O.O., Modeling used engine oil impact on the compaction and strength characteristics of a lateritic soil, Electron. J. Geotech. Eng., 2012, 17, 3491.
  • [5] AKINWUMI I.I., Soil modification by the application of steel slag, Period Polytech., Civ. Eng., 2014, 58 (4), 371.
  • [6] Methods of test for soils for civil engineering purposes, BS1377, British Standards Institution, London 1990.
  • [7] HEAD K.H., Manual of soil laboratory testing, Vol. 2. Permeability, shear strength and compressibility tests, 2nd Ed., Wiley, New York 1994.
  • [8] BELLO A.A., OSINUBI K.J., Attenuative capacity of compacted abandoned dumpsite soils, Electron. J. Geotech. Eng., 2011, 16, 71.
  • [9] Batch-type adsorption procedures for estimating soil attenuation of chemicals, EPA/530-SW-006, United States Environmental Protection Agency, Washington 1987.
  • [10] Technical guidance document: Quality assurance and quality control for waste containment facilities, EPA 600/R-93/183, United States Environmental Protection Agency, Washington 1993.
  • [11] PARK I., KNAEBEL K.S., Adsorption breakthrough behaviour. Unusual effects and possible causes, AIChE J., 1992, 38, 660.
  • [12] GHOSH S., MUKHERJEE S., SARKAR K., AL-HAMDAN A.Z., REDDY K.R., Experimental study on chromium containment by admixed soil liner, J. Environ. Eng., 2012, 138 (10), 1048.
  • [13] SILVA G., ALMANZA R., Use of clays as liners in solar ponds, Sol. Energy, 2009, 83, 905.
  • [14] MUSSO T.B., ROEHL K.E., PETTINARI G., VALLES J.M., Assessment of smectite-rich claystones from Northpatagonia for their use as liner materials in landfills, Appl. Clay Sci., 2010, 48, 438.
  • [15] European Union Directive 1999. Council Directive 1999/31/EC of 26 April 1999 on the landfill of waste, Annex 1: General requirements for all classes of landfills, Official Journal of the European Communities, L182.
  • [16] RUBINOS D., SPAGNOLI G., BARRAL M.T., Assessment of bauxite refining residue (red mud) as a liner for waste disposal facilities, Int. J. Min., Reclam. Environ., 2015, 29 (6), 433.
  • [17] LI Y., LI J., CHEN S., DIAO W., Establishing indices for groundwater contamination risk assessment in the vicinity of hazardous waste landfills in China, Environ. Pollut., 2012, 165, 77.
  • [18] GHOSH S., KUMAR S., MUKHERJEE S., TARAFDER D.D., HETTIARATCHI P., Adsorptive chromium removal by some clayey soil for abatement of tannery waste pollution, J. Hazard., Toxic Radioact. Waste, 2012, 16 (3), 243.
  • [19] CHALERMYANONT T., ARRYKUL S., CHAROENTHAISONG N., Potential use of lateritic and marine clay soils as landfill liners to retain heavy metals, Waste Manage., 2009, 29, 117.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2018).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6b857daa-eeaf-4a27-89a9-8cad918b6c97
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