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Tropical residual soil as compacted soil liners

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Environmental Geology

Abstract

A series of laboratory tests was conducted on a tropical residual soil, which is widespread and readily available over a considerable part of Peninsular Malaysia, to assess whether it could be compacted as hydraulic barriers in waste disposal landfills. Index properties, swelling potential, cation exchange capacity (CEC), compaction characteristics, and hydraulic conductivity of the soil indicate that it is inorganic, very plastic, inactive (activity <0.75), moderately expansive (modified free swell index is about 3.06), and of fair attenuation capacity (for inorganic contaminants). For hydraulic conductivity measurement, the soil was compacted in rigid-wall permeameter moulds at a variety of water contents and compactive efforts and then permeated with de-aired tap water. The results of hydraulic conductivity tests illustrate that hydraulic conductivity lower than 1×10−7 cm/s can be achieved using a broad range of water contents and compactive efforts, including water contents dry of optimum. Its shrinkage and strength properties show that it has minimal potential to shrinkage and has adequate strength to support the overburden pressure imposes by the waste body. These findings suggest that the residual soil can be potentially utilized as compacted soil liner material.

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References

  • Acar Y, Oliveri I (1989) Pore fluid effects on the fabric and hydraulic conductivity of laboratory compacted clay. Transport Res Rec 1219:15–22

    Google Scholar 

  • Barden L (1974) Consolidation of clays compacted dry and wet of optimum water content. Geotechnique 24:605–625

    Google Scholar 

  • Benson CH, Daniel DE (1990) Influence of clods on hydraulic conductivity of compacted clay. J Geotech Eng, ASCE 116(8):1231–1248

    Google Scholar 

  • Benson CH, Trast JM (1995) Hydraulic conductivity of thirteen compacted clays. Clays Clay Min 43(6):669–681

    CAS  Google Scholar 

  • Benson CH, Zhai H, Wang X (1994) Estimating hydraulic conductivity of clay liners. J Geotech Eng ASCE 120(2):366–387

    Google Scholar 

  • Dale WL (1959) The rainfall of Malaya, Part I. J Trop Geol 13:23–27

    Google Scholar 

  • Daniel DE (1987) Earthen liners for land disposal facilities. In: Woods RD (ed) Geotechnical practice for waste disposal ‘87; GSP No. 13, New York, ASCE, pp 21–39

  • Daniel DE (1990) Summary review of construction quality control for earthen liners. In: Bonaparte R (ed) Waste containment systems: construction, regulation, and performance. GSP No. 26, New York, ASCE, pp 175–189

  • Daniel DE (1991) Design and construction of RCRA/ CERCLA final covers. Chapter 2: Soils used in cover systems. US EPA, Cincinnati, Ohio, EPA/ 625/4–91/025

    Google Scholar 

  • Daniel DE (1993) Landfill and impoundments. In: Daniel DE (ed) Geotechnical practice for waste disposal. Chapman & Hall, London, pp 97–112

  • Daniel DE (1998) Landfills for solid and liquid wastes. In: Seco e Pinto PS (ed) Environmental geotechnics, AA Balkema, Rotterdam, Netherlands 4:1231–1246

  • Daniel DE, Benson CH (1990) Water content-density criteria for compacted soil liners. J Geotech Eng ASCE 116(12):1811–1830

    Google Scholar 

  • Daniel DE, Wu YK (1993) Compacted clay liners and covers for arid sites. J Geotech Eng ASCE 119(2):223–237

    Google Scholar 

  • Das BM (1998) Principles of geotechnical engineering, 4th edn. PWS Publishing Company, USA 712 pp

  • Elsbury BR, Sraders GA, Anderson DC, Rehage JA, Sai JO, Daniel DE (1988) Field and laboratory testing of a compacted soil liner. US EPA, Cincinnati, Ohio, EPA/600/2–88/067

  • Garcia-Bengochea I, Lovell C, Altschaeffl A (1979) Pore distribution and permeability of silty clays. J Geotech Eng ASCE 105(7):839–856

    Google Scholar 

  • Head KH (1994) Manual of soil laboratory testing, vol. 2: permeability, shear strength and compressibility tests. Halsted Press, New York, 440 pp

  • Hossain MK (1999) Shear strength characteristics of a decomposed granite residual soil in Malaysia. Ph D Thesis. University Kebangsaan Malaysia. 224 pp

  • Kayabali K (1997) Engineering aspects of a novel landfill liner material: bentonite amended natural zeolite. Eng Geol 46:105–114

    Article  Google Scholar 

  • Lambe TW (1954) The permeability of compacted fine-grained soils. Spec Tech Publ No. 163, Am Soc Test Mater (ASTM), Philadelphia, pp 56–67

  • Lutton RJ, Regan GL, Jones LW (1979) Design and construction of covers for solid waste landfills. U.S. Environmental Protection Agency, Cincinnati EPA-600/2–79–165

  • McBean ED, Rovers FA, Farquhar GJ (1995) Solid waste landfill engineering and design. Prentice Hall PTR, New Jersey, 521 pp

  • Mitchell JK, Hooper D, Campanella R (1965) Permeability of compacted clay. Journal of Soil Mechanics and Foundation Division, ASCE 91(4):41–65

    Google Scholar 

  • Mofiz SA (2000) Behaviour of unreinforced and reinforced residual granite soil. Ph D Thesis. University Kebangsaan Malaysia. 315 pp

  • Mohamed AMO, Antia HE (1998) Geoenvironmental engineering. Elsevier Science, Netherlands, 707 pp

  • Oweis IS, Khera RP (1998) Geotechnology of waste management, 2nd edn, PWS Publishing Company, USA, 472 pp

  • Prapaharan S, White DM, Altschaeffl AG (1991) Fabric of field and laboratory compacted clay. J Geotech Eng ASCE 117(12):1934–1940

    Google Scholar 

  • Rowe RK, Quigley RM, Booker JR (1995) Clayey barrier systems for waste disposal facilities. E & FN Spon Lond 390 pp

  • Seed HB, Chan CK (1959) Structure and strength characteristics of compacted clays. J Soil Mech Foundation Div ASCE 85(SM5):87–128

    Google Scholar 

  • Sivapullaiah PV, Sitharam TG, Rao KSS (1987) Modified free swell index for clays. Geotech Test J ASTM, GTJODJ. 10(2):80–85

    Google Scholar 

  • Taha MR, Debnath DK (1999) Interaction of cyanide with residual soil and kaolinite in batch adsorption tests. J Inst Eng Malaysia 60(3):49–57

    Google Scholar 

  • Taha MR, Hossain MK, Mofiz SA (2000) Drained and undrained behaviour of saturated granite residual soil. J Inst Eng Malaysia 61(3):47–58

    Google Scholar 

  • Taha MR, Kabir MH (2003) Sedimentary residual soil as a hydraulic barrier in waste containment systems. In: Proceedings of the 2nd International Conference on Advances in Soft Soil Engineering and Technology, 2–4 July 2003, Putrajaya, Malaysia, pp 895–904

  • Taha MR, Leng TO, Mohamad AB, Kadhum AAH (2003) Batch adsorption tests of phenol in soils. Bull Eng Geol Environ 62(4):251–257

    Article  CAS  Google Scholar 

  • Taha MR, Mofiz SA, Hossain MK (2001) Behaviour and modelling of granite residual soil in direct shear test. J Inst Eng Malaysia 62(3):21–36

    Google Scholar 

  • Taha MR, Mofiz SA, Hossain MK (2002) Reduced triaxial extension test on granite residual soil. J Inst Eng Malaysia 63(3):2–11

    Google Scholar 

  • Tay YY, Stewart DI, Cousens TW (2001) Shrinkage and desiccation cracking in bentonite-sand landfill liners. Eng Geol, Elsevier Science 60:263–274

    Google Scholar 

  • U.S. Environmental Protection Agency (1989) Requirements for hazardous waste landfill design, construction, and closure. Cincinnati, Ohio, Publication No. EPA-625/4–89–022

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Acknowledgments

This study was supported by the Ministry of Science Technology and Environment of Malaysia, under grant no. IRPA-09–02–02–0156. The authors gratefully acknowledge this contribution.

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Authors and Affiliations

  1. Department of Civil & Structural Engineering, Faculty of Engineering, University Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia

    M. R. Taha & M. H. Kabir

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  1. M. R. Taha
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  2. M. H. Kabir
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Correspondence to M. R. Taha.

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Taha, M.R., Kabir, M.H. Tropical residual soil as compacted soil liners. Env Geol 47, 375–381 (2005). https://doi.org/10.1007/s00254-004-1160-7

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