메뉴 건너뛰기




Volumn 73, Issue 1-2, 2004, Pages 145-156

The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners

Author keywords

Clay liner; Compressive strength; Landfill; Permeability; Silica fume; Swelling pressure

Indexed keywords

CLAY; COMPRESSIVE STRENGTH; LAND FILL; MECHANICAL PERMEABILITY; PLASTICITY;

EID: 1842679143     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2004.01.001     Document Type: Article
Times cited : (156)

References (21)
  • 2
    • 0004130106 scopus 로고
    • Published by E and FN Spon, an imprint of Chapmen and Hall, Boundary Row, London
    • Bell, F.G., 1993. Engineering treatment of soils, Published by E and FN Spon, an imprint of Chapmen and Hall, Boundary Row, London.
    • (1993) Engineering Treatment of Soils
    • Bell, F.G.1
  • 3
    • 0036466948 scopus 로고    scopus 로고
    • Geosynthetic clay liners
    • Bouazza A. Geosynthetic clay liners Geotext. Geomembr. 20 2002 3-17
    • (2002) Geotext. Geomembr. , vol.20 , pp. 3-17
    • Bouazza, A.1
  • 4
    • 0031398459 scopus 로고    scopus 로고
    • Bottom liner design of some landfills in Belgium and other countries
    • P. G. Marinos, G. C. Koukis, G. C. Tsiambous, & G. C. Stournaras (Eds.), Botterdam: Balkema, Athens, Greece
    • Bouazza A. Van Impe W.F. Bottom liner design of some landfills in Belgium and other countries Marinos P.G. Koukis G.C. Tsiambous G.C. Stournaras G.C. Proceedings of International Symposium Engineering Geology and the environment, Athens, Greece 2 1997 1629-1933 Balkema Botterdam
    • (1997) Proceedings of International Symposium Engineering Geology and the Environment , vol.2 , pp. 1629-1933
    • Bouazza, A.1    Van Impe, W.F.2
  • 5
    • 0026614726 scopus 로고
    • Mineral liners for hazardous waste containment
    • Brandl H. Mineral liners for hazardous waste containment Geotechnique 42 1992 57-65
    • (1992) Geotechnique , vol.42 , pp. 57-65
    • Brandl, H.1
  • 6
    • 0033999685 scopus 로고    scopus 로고
    • Field evaluation oh hydraulic performances of geosynthetic clay liners by small and large-scale tests
    • Cazaux D. Didier G. Field evaluation oh hydraulic performances of geosynthetic clay liners by small and large-scale tests Geotext. Geomembr. 18 2000 163-178
    • (2000) Geotext. Geomembr. , vol.18 , pp. 163-178
    • Cazaux, D.1    Didier, G.2
  • 7
    • 0025660864 scopus 로고
    • Water content-density criteria for compacted soil liners
    • Daniel D.E. Benson C.H. Water content-density criteria for compacted soil liners J. Geotech. Eng. ASCE 12 116 1990 1811-1830
    • (1990) J. Geotech. Eng. ASCE , vol.12 , Issue.116 , pp. 1811-1830
    • Daniel, D.E.1    Benson, C.H.2
  • 8
    • 0027540355 scopus 로고
    • Compacted clay liners and covers for sites
    • Daniel D.E. Wu Y.K. Compacted clay liners and covers for sites J. Geotech. Eng. 119 2 1993 223-237
    • (1993) J. Geotech. Eng. , vol.119 , Issue.2 , pp. 223-237
    • Daniel, D.E.1    Wu, Y.K.2
  • 11
    • 0033199623 scopus 로고    scopus 로고
    • Clay membrane made of natural high plasticity clay: Leachate migration due to advection and diffusion
    • Foged N. Baumann J. Clay membrane made of natural high plasticity clay: leachate migration due to advection and diffusion Eng. Geol. 54 1999 129-137
    • (1999) Eng. Geol. , vol.54 , pp. 129-137
    • Foged, N.1    Baumann, J.2
  • 14
    • 0031148546 scopus 로고    scopus 로고
    • Engineering aspects of a noval landfill liner material: Bentonite- amended natural zeolite
    • Kayabalý K. Engineering aspects of a noval landfill liner material: bentonite-amended natural zeolite Eng. Geol. 46 1997 105-114
    • (1997) Eng. Geol. , vol.46 , pp. 105-114
    • Kayabalý, K.1
  • 16
    • 0033999392 scopus 로고    scopus 로고
    • Hydraulic performance of geosynthetic clay liners under gravel cover soils
    • Patrick J.F. Daniel J.D.B. David G.M. Hydraulic performance of geosynthetic clay liners under gravel cover soils Geotext. Geomembr. 18 2000 179-201
    • (2000) Geotext. Geomembr. , vol.18 , pp. 179-201
    • Patrick, J.F.1    Daniel, J.D.B.2    David, G.M.3
  • 17
    • 0035364179 scopus 로고    scopus 로고
    • Pozzolanic fly ash as a hydraulic barrier in land fills
    • Prashant J.P. Sivapullaiah P.V. Sridharan A. Pozzolanic fly ash as a hydraulic barrier in land fills Eng. Geol. 60 2001 245-252
    • (2001) Eng. Geol. , vol.60 , pp. 245-252
    • Prashant, J.P.1    Sivapullaiah, P.V.2    Sridharan, A.3
  • 18
    • 0033994028 scopus 로고    scopus 로고
    • Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids
    • Shackelford C.D. Benson C.H. Katsumi T. Edil T.B. Lin L. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids Geotext. Geomembr. 18 2000 133-161
    • (2000) Geotext. Geomembr. , vol.18 , pp. 133-161
    • Shackelford, C.D.1    Benson, C.H.2    Katsumi, T.3    Edil, T.B.4    Lin, L.5
  • 19
    • 0003416401 scopus 로고
    • Soil stabilization with cement and lime
    • London: HMSO, Transportation Research Laboratory
    • Sherwood P.T. Soil stabilization with cement and lime State-of-the-Art Review, Transportation Research Laboratory 1993 HMSO London
    • (1993) State-of-the-Art Review
    • Sherwood, P.T.1
  • 20
    • 0033993721 scopus 로고    scopus 로고
    • Role of amount and type of clay in the lime stabilization of soils
    • Sivapullaiah P.V. Sridharan A. Bhaskar R.K.V. Role of amount and type of clay in the lime stabilization of soils Ground Improv. 4 2000 37-45
    • (2000) Ground Improv. , vol.4 , pp. 37-45
    • Sivapullaiah, P.V.1    Sridharan, A.2    Bhaskar, R.K.V.3
  • 21
    • 0026614728 scopus 로고
    • Design aspects and permeability testing of natural clay and sand- bentonite liners
    • Van Ree C.C.D.F. Westtrate F.A. Meskers C.G. Bremmer C.N. Design aspects and permeability testing of natural clay and sand-bentonite liners Geotechnique 1 42 1992 49-56
    • (1992) Geotechnique , vol.1 , Issue.42 , pp. 49-56
    • Van Ree, C.C.D.F.1    Westtrate, F.A.2    Meskers, C.G.3    Bremmer, C.N.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.