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Volumn 22, Issue 2, 2004, Pages 71-77

Percolation of clay liners of ash landfills in short and long time persperctives

Author keywords

Ash; Clay; Hydraulic conductivity; Ion diffusivity; Landfill; Liner; Percolation; Smectite; Swelling pressure; Waste; wmr 655 9

Indexed keywords

CLAY; COAL ASH; COMPACTION; DEGRADATION; DRYING; FREEZING; HYDRAULIC CONDUCTIVITY; PERCOLATION (FLUIDS); POSITIVE IONS; SWELLING;

EID: 2542614445     PISSN: 0734242X     EISSN: None     Source Type: Journal    
DOI: 10.1177/0734242X04043936     Document Type: Article
Times cited : (6)

References (12)
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    • Brown, R.C.1
  • 2
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    • Water flow and swelling pressure in nonsaturated bentonite-based clay barriers
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  • 6
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    • Experiences of two-step anaerobic degradation of MSW in laboraratory and field experiments
    • University of Wisconsin-Madison
    • Lagerkvist, A. (1994): Experiences of two-step anaerobic degradation of MSW in laboraratory and field experiments. In: Proceedings from: Seventeenth International Madison Waste Conference, University of Wisconsin-Madison, pp. 241-259.
    • (1994) Proceedings From: Seventeenth International Madison Waste Conference , pp. 241-259
    • Lagerkvist, A.1
  • 7
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    • Waste disposal in rock
    • Elsevier Publishing Co, Amsterdam
    • Pusch, R. (1994): Waste disposal in rock. In: Developments in Geotechnical Engineering, 76. Elsevier Publishing Co, Amsterdam.
    • (1994) Developments in Geotechnical Engineering , pp. 76
    • Pusch, R.1
  • 8
    • 0003700996 scopus 로고    scopus 로고
    • Microstructural and chemical parameters of bentonite as determinants of waste isolation efficiency
    • Final Report EUR 18950 EN, EC Contract No F14W-CT95-0012, European Commission, Brussels
    • Pusch, R., Muurinen, A., Lehikoinen, J., Bors, J. & Eriksen, T. (1999): Microstructural and chemical parameters of bentonite as determinants of waste isolation efficiency. Final Report EUR 18950 EN, EC Contract No F14W-CT95-0012, European Commission, Brussels.
    • (1999)
    • Pusch, R.1    Muurinen, A.2    Lehikoinen, J.3    Bors, J.4    Eriksen, T.5
  • 9
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    • On the risk of liquefaction of buffer and backfill
    • SKB Technical Report TR-00-18, Swedish Nuclear Fuel and Waste Management Co. Stockholm
    • Pusch, R. (2000): On the risk of liquefaction of buffer and backfill. SKB Technical Report TR-00-18, Swedish Nuclear Fuel and Waste Management Co. Stockholm.
    • (2000)
    • Pusch, R.1
  • 10
    • 0033198673 scopus 로고    scopus 로고
    • Impact of microstructure on the hydraulic conductivity of undisturbed and artificially prepared Smectite clay
    • Pusch, R. & Shomburgh, I. (1999): Impact of microstructure on the hydraulic conductivity of undisturbed and artificially prepared Smectite clay. Engineering Geology, 54, 167-172.
    • (1999) Engineering Geology , vol.54 , pp. 167-172
    • Pusch, R.1    Shomburgh, I.2
  • 11
    • 0041888305 scopus 로고    scopus 로고
    • Microstructural stability controls the hydraulic conductivity of sinectite buffer clay
    • Pusch, R. & Weston, R. (2003): Microstructural stability controls the hydraulic conductivity of sinectite buffer clay. Applied Clay Science, 23, 35-41.
    • (2003) Applied Clay Science , vol.23 , pp. 35-41
    • Pusch, R.1    Weston, R.2
  • 12
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    • The kinetics of the smectite to illite reaction in contact metamorphic shales
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    • Pytte, A.M. (1982): The kinetics of the smectite to illite reaction in contact metamorphic shales. M.A. Thesis, Dartmouth College, N.H.
    • (1982)
    • Pytte, A.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.