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Volumn , Issue 105, 2000, Pages 93-104

Bentonite-kaolinite mix for barrier systems

Author keywords

[No Author keywords available]

Indexed keywords

BENTONITE; CALCIUM COMPOUNDS; CAUSTIC SODA; CLAY MINERALS; CONSOLIDATION; HYDRAULIC CONDUCTIVITY; HYDROCHLORIC ACID; SWELLING;

EID: 0033685477     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (9)
  • 2
    • 0028595523 scopus 로고
    • State-of-the-art: Laboratory hydraulic conductivity tests for saturated soils
    • D.E. Daniel and S.J. Trautwein, Eds., ASTM
    • Daniel, D. E. (1994). "State-of-the-art: Laboratory Hydraulic Conductivity Tests for Saturated Soils." Hydraulic conductivity and waste contaminant transport in soils, ASTM STP 1142, D.E. Daniel and S.J. Trautwein, Eds., ASTM, pp 30-78.
    • (1994) Hydraulic Conductivity and Waste Contaminant Transport in Soils, ASTM STP , vol.1142 , pp. 30-78
    • Daniel, D.E.1
  • 3
    • 0031148177 scopus 로고    scopus 로고
    • Calcium and sodium bentonite for hydraulic containment applications
    • Gleason, M. H., Daniel, D. E., and Eykholt, G.R. (1997). "Calcium and Sodium Bentonite for Hydraulic Containment Applications." J. Geotech. and Geoenv. Engrg., ASCE, 123(5), pp 438-445.
    • (1997) J. Geotech. and Geoenv. Engrg., ASCE , vol.123 , Issue.5 , pp. 438-445
    • Gleason, M.H.1    Daniel, D.E.2    Eykholt, G.R.3
  • 4
    • 0004025953 scopus 로고
    • John Wiley & Sons, Inc., New York
    • Lambe, W. T., and Whitman, R. V. (1969). Soil Mechanics, John Wiley & Sons, Inc., New York, pp 286.
    • (1969) Soil Mechanics , pp. 286
    • Lambe, W.T.1    Whitman, R.V.2
  • 5
    • 0003386537 scopus 로고
    • The permeability of clay to acidic and caustic permeants
    • A.I. Johnson, R.K. Frobel, N.J. Cavalli, Eds., American Society of Testing and Materials, Denver, CO
    • Lentz, R.W., Horst, W.D., and Uppot, J.O. (1984). "The Permeability of Clay to acidic and caustic Permeants." Hydraulic Barriers in Soil and Rock, ASTM STP 874, A.I. Johnson, R.K. Frobel, N.J. Cavalli, Eds., American Society of Testing and Materials, Denver, CO, pp 127-139.
    • (1984) Hydraulic Barriers in Soil and Rock, ASTM STP , vol.874 , pp. 127-139
    • Lentz, R.W.1    Horst, W.D.2    Uppot, J.O.3
  • 6
    • 0019678592 scopus 로고
    • Measurement of the hydraulic conductivity of fine-grained soils
    • T.F. Zimmie and C.O.Riggs, Eds., American Society of Testing and Materials, Philadelphia
    • Olson, R. E., and Daniel, D.E. (1981). "Measurement of the Hydraulic Conductivity of Fine-Grained Soils." Permeability and Groundwater Containment Transport, ASTM STP 746. T.F. Zimmie and C.O.Riggs, Eds., American Society of Testing and Materials, Philadelphia, pp 18-64.
    • (1981) Permeability and Groundwater Containment Transport, ASTM STP , vol.746 , pp. 18-64
    • Olson, R.E.1    Daniel, D.E.2
  • 7
    • 0031126865 scopus 로고    scopus 로고
    • Geosynthetic clay liners permeated with chemical solutions and leachates
    • Ruhl, J.L., and Daniel, D.E. (1997). "Geosynthetic Clay Liners Permeated with Chemical Solutions and Leachates." J. Geotech. and Geoenv. Engrg., ASCE. 123(4), pp 369-381.
    • (1997) J. Geotech. and Geoenv. Engrg., ASCE , vol.123 , Issue.4 , pp. 369-381
    • Ruhl, J.L.1    Daniel, D.E.2
  • 8
    • 0020140937 scopus 로고
    • Permiability and consolidation of normally consolidated soils
    • Samarasinge, A.M., Huang, Y.H., and Drnevich, V.P. (1982). "Permiability and Consolidation of Normally Consolidated Soils." J. Geotech. Engrg., ASCE. 108, pp 835-850.
    • (1982) J. Geotech. Engrg., ASCE , vol.108 , pp. 835-850
    • Samarasinge, A.M.1    Huang, Y.H.2    Drnevich, V.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.