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Volumn 158, Issue , 2016, Pages 81-86

Influence of Pore Water Chemistry on Hydraulic Conductivity of Kaolinite Suspensions

Author keywords

clay particle association; permeability; pore water chemistry; Sedimentation

Indexed keywords

CLAY; GEOTECHNICAL ENGINEERING; HYDRAULIC CONDUCTIVITY; HYDROCHEMISTRY; KAOLINITE; MECHANICAL PERMEABILITY; SEDIMENTATION; SOIL TESTING; SUSPENDED SEDIMENTS; SUSPENSIONS (FLUIDS); WATER;

EID: 84988443755     PISSN: None     EISSN: 18777058     Source Type: Conference Proceeding    
DOI: 10.1016/j.proeng.2016.08.409     Document Type: Conference Paper
Times cited : (11)

References (12)
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    • A.M. Palomino, S.E. Burns, and J.C. Santamarina Mixtures of fine - grained minerals - kaolinite and carbonate grains Clays and Clay Minerals 56 6 2008 599 611
    • (2008) Clays and Clay Minerals , vol.56 , Issue.6 , pp. 599-611
    • Palomino, A.M.1    Burns, S.E.2    Santamarina, J.C.3
  • 5
    • 0343220809 scopus 로고
    • Department of Civil Engineering, University of Colorado, Boulder, PhD thesis
    • V. Pane, Sedimentation and consolidation of clays. Department of Civil Engineering, University of Colorado, Boulder, PhD thesis, 1985.
    • (1985) Sedimentation and Consolidation of Clays
    • Pane, V.1
  • 6
    • 0031171091 scopus 로고    scopus 로고
    • R.L., the permeability of clay suspensions
    • V. Pane, and R.L. Schiffman R.L., The permeability of clay suspensions Géotechnique 47 2 1997 273 288
    • (1997) Géotechnique , vol.47 , Issue.2 , pp. 273-288
    • Pane, V.1    Schiffman, R.L.2
  • 7
    • 0019539389 scopus 로고
    • Experimental studies on sedimentation mechanisms and sediment formation of clay materials
    • Japanese Society of Soil Mechanics and Foundation Engineering
    • G. Imai, Experimental studies on sedimentation mechanisms and sediment formation of clay materials. Soils and Foundations, Vol. 21, No.1, Japanese Society of Soil Mechanics and Foundation Engineering (1981) 7-20.
    • (1981) Soils and Foundations , vol.21 , Issue.1 , pp. 7-20
    • Imai, G.1
  • 8
    • 0019728732 scopus 로고
    • Self-weight consolidation of soft soils: An experimental and theoretical study
    • K. Been, and G.C. Sills Self-weight consolidation of soft soils: An experimental and theoretical study Geotechnique 31 4 1981 519 535
    • (1981) Geotechnique , vol.31 , Issue.4 , pp. 519-535
    • Been, K.1    Sills, G.C.2
  • 10
    • 84961289728 scopus 로고    scopus 로고
    • Influence of hydrated lime on the surface properties and interaction of kaolinite particles
    • Y.C. Chemeda, D. Deneele, G.E. Christidis, and G. Ouvrard Influence of hydrated lime on the surface properties and interaction of kaolinite particles Applied Clay Science 107 2015 1 13
    • (2015) Applied Clay Science , vol.107 , pp. 1-13
    • Chemeda, Y.C.1    Deneele, D.2    Christidis, G.E.3    Ouvrard, G.4
  • 11
    • 0029480560 scopus 로고
    • Dispersion and zeta potential of pure clays as related to net particle charge under varying pH, electrolyte concentration and cation type
    • M. Chorom, and P. Rengasamy Dispersion and zeta potential of pure clays as related to net particle charge under varying pH, electrolyte concentration and cation type European Journal of Soil science 46 1995 657 665
    • (1995) European Journal of Soil Science , vol.46 , pp. 657-665
    • Chorom, M.1    Rengasamy, P.2
  • 12
    • 84977510735 scopus 로고    scopus 로고
    • Short-term effects on physical properties of lime treated kaolin
    • E. Vitale, D. Deneele, G. Russo, G. Ouvrard, Short-term effects on physical properties of lime treated kaolin. Appl. Clay Sci. (2016), http://dx.doi.org/10.1016/j.clay.2016.04.025.
    • (2016) Appl. Clay Sci.
    • Vitale, E.1    Deneele, D.2    Russo, G.3    Ouvrard, G.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.