메뉴 건너뛰기




Volumn 57, Issue 5, 2009, Pages 1145-1153

Effect of salt of various concentrations on liquid limit, and hydraulic conductivity of different soil-bentonite mixtures

Author keywords

Bentonite; Hydraulic conductivity; Liquid limit; Mineralogical properties; Swelling

Indexed keywords

CONCENTRATION OF; CONSOLIDATION TESTS; EXCHANGEABLE SODIUM PERCENTAGES; LIQUID LIMIT; LOW CONCENTRATIONS; MINERALOGICAL COMPOSITIONS; MINERALOGICAL PROPERTIES; NACL CONCENTRATIONS; NACL SOLUTIONS; SALT CONCENTRATIONS; SOIL BENTONITES;

EID: 67349087930     PISSN: 09430105     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00254-008-1411-0     Document Type: Article
Times cited : (75)

References (30)
  • 1
    • 85168124232 scopus 로고
    • Influence of inorganic permeants upon the permeability of bentonite
    • STP 874, ASTM
    • Alther G, Evans J, Fang H, Witmer K (1985) Influence of inorganic permeants upon the permeability of bentonite. In: Hydraulic barriers in soil and Rock, STP 874, ASTM, pp 64-73
    • (1985) Hydraulic Barriers in Soil and Rock , pp. 64-73
    • Alther, G.1    Evans, J.2    Fang, H.3    Witmer, K.4
  • 7
    • 8444252524 scopus 로고    scopus 로고
    • Liquid limit and specific surface of clay particles
    • D Bojana T Ludvik 2004 Liquid limit and specific surface of clay particles Geotech Test J 27 6 580 584
    • (2004) Geotech Test J , vol.27 , Issue.6 , pp. 580-584
    • Bojana, D.1    Ludvik, T.2
  • 10
    • 0004043417 scopus 로고
    • Notes on Soil Testing for Engineering Purposes
    • Harvard Graduate School of Engineering
    • Casagrande A, Fadum RE (1940) notes on soil testing for engineering purposes, soil mech. Series No. 8, Harvard Graduate School of Engineering
    • (1940) Soil Mech. Series No. 8
    • Casagrande, A.1    Fadum, R.E.2
  • 13
    • 0035398979 scopus 로고    scopus 로고
    • Hydraulic conductivity and swelling of Nonprehydrated GCLs permeated with single-species salt solutions
    • DOI 10.1061/(ASCE)1090-0241(2001)127:7(557)
    • YH Jo T Katsumi HB Craig BE Tuncer 2001 Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions J Geotech Geoenviron Eng ASCE 127 7 557 567 (Pubitemid 32614917)
    • (2001) Journal of Geotechnical and Geoenvironmental Engineering , vol.127 , Issue.7 , pp. 557-567
    • Jo, H.Y.1    Katsumi, T.2    Benson, C.H.3    Edil, T.B.4
  • 14
    • 0029749406 scopus 로고    scopus 로고
    • Prediction for swelling characteristics of compacted bentonite
    • H Komine N Ogata 1996 Prediction for swelling characteristics of compacted bentonite Can Geotech J 33 11 22 (Pubitemid 126525076)
    • (1996) Canadian Geotechnical Journal , vol.33 , Issue.1 , pp. 11-22
    • Komine, H.1    Ogata, N.2
  • 15
    • 11344288922 scopus 로고    scopus 로고
    • Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners
    • DOI 10.1061/(ASCE)1090-0241(2005)131:1(64)
    • JM Lee D Shackelford 2005 Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners J Geotech Geoenviron Eng ASCE 131 1 64 77 (Pubitemid 40077900)
    • (2005) Journal of Geotechnical and Geoenvironmental Engineering , vol.131 , Issue.1 , pp. 64-77
    • Lee, J.-M.1    Shackelford, C.D.2
  • 16
    • 0024475767 scopus 로고
    • The swelling behavior of clays
    • FT Madsen M Vonmoos 1989 The swelling behavior of clays Appl Clay Sci 4 143 156
    • (1989) Appl Clay Sci , vol.4 , pp. 143-156
    • Madsen, F.T.1    Vonmoos, M.2
  • 17
    • 0345379558 scopus 로고
    • Relationship of exchangeable Na percentage at different soil pH level to hydraulic conductivity
    • JP Martin SJ Richards PF Pratt 1964 Relationship of exchangeable Na percentage at different soil pH level to hydraulic conductivity Soil Sci Soc Am Proc 28 620 622
    • (1964) Soil Sci Soc Am Proc , vol.28 , pp. 620-622
    • Martin, J.P.1    Richards, S.J.2    Pratt, P.F.3
  • 18
    • 0001473666 scopus 로고
    • Mechanisms controlling the permeability of clays
    • G Mesri RE Olson 1971 Mechanisms controlling the permeability of clays Clay Clay Min 19 151 158
    • (1971) Clay Clay Min , vol.19 , pp. 151-158
    • Mesri, G.1    Olson, R.E.2
  • 21
    • 0025919876 scopus 로고
    • Liquid limit and surface area of clays
    • B Muhantham 1991 Liquid limit and surface area of clays Geotechnique 41 1 135 138
    • (1991) Geotechnique , vol.41 , Issue.1 , pp. 135-138
    • Muhantham, B.1
  • 22
    • 84996268648 scopus 로고
    • A study of consolidation characteristics of a clay
    • PL Newland BH Alley 1960 A study of consolidation characteristics of a clay Geotechnique 10 62 74
    • (1960) Geotechnique , vol.10 , pp. 62-74
    • Newland, P.L.1    Alley, B.H.2
  • 23
    • 36949073344 scopus 로고
    • Crystalline swelling of montmorillonite; Use of electrolyte to control swelling
    • K Norrish J Quirk 1954 Crystalline swelling of montmorillonite; use of electrolyte to control swelling Nature 173 255 257
    • (1954) Nature , vol.173 , pp. 255-257
    • Norrish, K.1    Quirk, J.2
  • 24
    • 0031393249 scopus 로고    scopus 로고
    • Geosynthetic clay liner (GCL) - Chemical compatibility by hydraulic conductivity testing and factors impacting its performance
    • RJ Petrov RK Rowe 1997 Geosynthetic clay liner (GCL) chemical compatibility by hydraulic conductivity testing and factors impacting its performance Can Geotech J 34 863 885 (Pubitemid 127543181)
    • (1997) Canadian Geotechnical Journal , vol.34 , Issue.6 , pp. 863-885
    • Petrov, R.J.1    Rowe, R.K.2
  • 25
    • 84981838611 scopus 로고
    • The effect of electrolyte concentration on soil permeability
    • JP Quirk RK Schofield 1955 The effect of electrolyte concentration on soil permeability J Soil Sci 6 2 163 177
    • (1955) J Soil Sci , vol.6 , Issue.2 , pp. 163-177
    • Quirk, J.P.1    Schofield, R.K.2
  • 28
    • 0004042420 scopus 로고
    • Massachusetts Institute of Technology, Department of Civil Engineering Cambridge
    • Taylor DW (1942) Research on consolidation of clays, Serial 82. Massachusetts Institute of Technology, Department of Civil Engineering, Cambridge
    • (1942) Research on Consolidation of Clays, Serial 82
    • Taylor, D.W.1
  • 29
    • 0010474045 scopus 로고
    • Interpretation of the upper plastic limit of clays
    • BP Warkentin 1961 Interpretation of the upper plastic limit of clays Nature 190 287 288
    • (1961) Nature , vol.190 , pp. 287-288
    • Warkentin, B.P.1
  • 30
    • 0002481509 scopus 로고
    • Effects of monovalent exchangeable cations and electrolytes on the relation between swelling pressure and interlayer distance in montmorillonite
    • F Zhang P Low C Roth 1995 Effects of monovalent exchangeable cations and electrolytes on the relation between swelling pressure and interlayer distance in montmorillonite J Colloid Interface Sci 173 34 41
    • (1995) J Colloid Interface Sci , vol.173 , pp. 34-41
    • Zhang, F.1    Low, P.2    Roth, C.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.