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Volumn 24, Issue 2, 2006, Pages 91-102

Shear strength parameters of compacted fly ash-HDPE geomembrane interfaces

Author keywords

Cement addition; Fly ash; HDPE geomembrane; Interface shear strength; Sealing layers; Stabilized fly ash

Indexed keywords

ADHESION; CEMENT ADDITIVES; FLY ASH; HIGH DENSITY POLYETHYLENES; INTERFACES (MATERIALS); SHEAR STRENGTH; SURFACE STRUCTURE;

EID: 32144460284     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.geotexmem.2005.11.006     Document Type: Article
Times cited : (43)

References (29)
  • 1
    • 32144435124 scopus 로고    scopus 로고
    • ASTM Standards: D 5321-Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method
    • ASTM Standards: D 5321-Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method.
  • 6
    • 0028669429 scopus 로고
    • Further study of geomembrane/cohesive soil interface shear behaviour
    • K.L. Fishman S. Pal Further study of geomembrane/cohesive soil interface shear behaviour Geotextiles and Geomembranes 13 1994 571-590
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 571-590
    • Fishman, K.L.1    Pal, S.2
  • 7
    • 0032440647 scopus 로고    scopus 로고
    • Hydraulic conductivity and leachate characteristic of stabilized fly ash
    • A. Ghosh Ch. Subbarao Hydraulic conductivity and leachate characteristic of stabilized fly ash Journal of Environmental Engineering 124 1998 812-820
    • (1998) Journal of Environmental Engineering , vol.124 , pp. 812-820
    • Ghosh, A.1    Subbarao, Ch.2
  • 8
    • 0027334426 scopus 로고
    • Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength
    • J.P. Giroud J. Darrasse R.C. Bachus Hyperbolic expression for soil-geosynthetic or geosynthetic-geosynthetic interface shear strength Geotextiles and Geomembranes 12 1993 275-286
    • (1993) Geotextiles and Geomembranes , vol.12 , pp. 275-286
    • Giroud, J.P.1    Darrasse, J.2    Bachus, R.C.3
  • 10
    • 0037260654 scopus 로고    scopus 로고
    • Load plate rigidity and scale effects on the frictional behaviour of sand/geomembrane interfaces
    • Ch. Hsieh M.-W. Hsieh Load plate rigidity and scale effects on the frictional behaviour of sand/geomembrane interfaces Geotextiles and Geomembranes 21 2003 25-47
    • (2003) Geotextiles and Geomembranes , vol.21 , pp. 25-47
    • Hsieh, Ch.1    Hsieh, M.-W.2
  • 12
    • 14044250132 scopus 로고    scopus 로고
    • Evaluation of Illinois pulverized coal combustion dry bottom ash for use in geotechnical engineering applications
    • S. Kumar J. Stewart Evaluation of Illinois pulverized coal combustion dry bottom ash for use in geotechnical engineering applications Journal of Energy Engineering 129 2003 42-54
    • (2003) Journal of Energy Engineering , vol.129 , pp. 42-54
    • Kumar, S.1    Stewart, J.2
  • 14
    • 0028669335 scopus 로고
    • Modified direct shear study of clay liner-geomembrane interfaces exposed to landfill leachate
    • T. Masada G.F. Mitchell S.M. Sargand B. Shashikumar Modified direct shear study of clay liner-geomembrane interfaces exposed to landfill leachate Geotextiles and Geomembranes 13 1994 165-179
    • (1994) Geotextiles and Geomembranes , vol.13 , pp. 165-179
    • Masada, T.1    Mitchell, G.F.2    Sargand, S.M.3    Shashikumar, B.4
  • 15
  • 16
    • 0034776081 scopus 로고    scopus 로고
    • Potential use of fly ash and bentonite mixture as liner or cover at waste disposal areas
    • M. Mollamahmutoǧlu Y. Yilmaz Potential use of fly ash and bentonite mixture as liner or cover at waste disposal areas Environmental Geology 40 2001 1316-1324
    • (2001) Environmental Geology , vol.40 , pp. 1316-1324
    • Mollamahmutoǧlu, M.1    Yilmaz, Y.2
  • 18
    • 0030300258 scopus 로고    scopus 로고
    • Utilizing coal fly ash as a landfill barrier material
    • C.T. Nhan J.W. Graydon D.W. Kirk Utilizing coal fly ash as a landfill barrier material Waste Management 16 1996 587-595
    • (1996) Waste Management , vol.16 , pp. 587-595
    • Nhan, C.T.1    Graydon, J.W.2    Kirk, D.W.3
  • 20
    • 32144443341 scopus 로고    scopus 로고
    • Long-term performance of contaminant barrier systems
    • R.K. Rowe Long-term performance of contaminant barrier systems Geotechnique 55 9 2005 631-678
    • (2005) Geotechnique , vol.55 , Issue.9 , pp. 631-678
    • Rowe, R.K.1
  • 22
    • 0026141880 scopus 로고
    • Smooth HDPE-clay liner interface shear strengths: Compaction effect
    • R.B. Seed R.W. Boulanger Smooth HDPE-clay liner interface shear strengths: Compaction effect Journal of Geotechnical Engineering 117 1991 686-693
    • (1991) Journal of Geotechnical Engineering , vol.117 , pp. 686-693
    • Seed, R.B.1    Boulanger, R.W.2
  • 24
    • 0028166634 scopus 로고
    • Landfill liner interface strengths from torsional-ring-shear tests
    • T.D. Stark A.R. Poeppel Landfill liner interface strengths from torsional-ring-shear tests Journal of Geotechnical Engineering 120 1994 597-615
    • (1994) Journal of Geotechnical Engineering , vol.120 , pp. 597-615
    • Stark, T.D.1    Poeppel, A.R.2
  • 25
    • 32144446825 scopus 로고    scopus 로고
    • Engineering properties of compacted power industry wastes
    • B. Marić Z. Lisac A. Szavits-Nossan A.A. Balkema Rotterdam
    • R. Steckiewicz K. Zabielska-Adamska Engineering properties of compacted power industry wastes B. Marić Z. Lisac A. Szavits-Nossan Geotechnical Hazards 1998 A.A. Balkema Rotterdam 457-461
    • (1998) Geotechnical Hazards , pp. 457-461
    • Steckiewicz, R.1    Zabielska-Adamska, K.2
  • 26
    • 0032105039 scopus 로고    scopus 로고
    • Sand-geotextile interface shear strength by torsional ring shear tests
    • S.A. Tan S.H. Chew W.K. Wong Sand-geotextile interface shear strength by torsional ring shear tests Geotextiles and Geomembranes 16 1998 161-174
    • (1998) Geotextiles and Geomembranes , vol.16 , pp. 161-174
    • Tan, S.A.1    Chew, S.H.2    Wong, W.K.3
  • 27
    • 0011444952 scopus 로고    scopus 로고
    • Environmental geotechnics: ITC 5 activities. State of the art
    • Seco Pinto A.A. Balkema Rotterdam
    • W.F. Van Impe Environmental geotechnics: ITC 5 activities. State of the art Seco Pinto Environmental Geotechnics 1998 A.A. Balkema Rotterdam 1163-1187
    • (1998) Environmental Geotechnics , pp. 1163-1187
    • Van Impe, W.F.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.