Geosynthetic clay liner (GCL) - chemical compatibility by hydraulic conductivity testing and factors impacting its performance
作者： Robert J Petrov , R Kerry Rowe
DOI: 10.1139/T97-055
关键词:
摘要: … It is shown that high salt concentrations in the hydrating fluid … The hydrating fluid was not as critical for permeation of 0.1 M NaCl… comparable to those obtained for aqueous salt solutions …
nrcresearchpress.com参考文章(17)
Federico Fernandez, The Effects Of Waste Leachates On The Hydraulic Conductivity Of Natural Clays (volumes I And Ii) ,(1989)
DC Anderson, W Crawley, JD Zabcik, Effects of Various Liquids on Clay Soil: Bentonite Slurry Mixtures ASTM International. ,(1985) , 10.1520/STP34571S
RC Chaney, KR Demars, RJ Petrov, R Kerry Rowe, RM Quigley, Comparison of Laboratory-Measured GCL Hydraulic Conductivity Based on Three Permeameter Types Geotechnical Testing Journal. ,vol. 20, pp. 49- 62 ,(1997) , 10.1520/GTJ11420J
J.R. Booker, R.M. Quigley, R.K. Rowe, Clayey Barrier Systems for Waste Disposal Facilities ,(1994)
Gholamreza Mesri, Mechanisms Controlling the Permeability of Clays Clays and Clay Minerals. ,vol. 19, pp. 151- 158 ,(1971) , 10.1346/CCMN.1971.0190303
Federico Fernandez, Robert M. Quigley, Controlling the destructive effects of clay – organic liquid interactions, by application of effective stresses Canadian Geotechnical Journal. ,vol. 28, pp. 388- 398 ,(1991) , 10.1139/T91-049
J.Q. Shang, K.Y. Lo, R.M. Quigley, Quantitative determination of potential distribution in Stern–Gouy double-layer model Canadian Geotechnical Journal. ,vol. 31, pp. 624- 636 ,(1994) , 10.1139/T94-075
H. Van Olphen, An Introduction to Clay Colloid Chemistry ,(1977)
M. D. Haug, S. L. Barbour, Pierre Longval, Design and construction of a prehydrated sand-bentonite liner to contain brine Canadian Journal of Civil Engineering. ,vol. 15, pp. 955- 963 ,(1988) , 10.1139/L88-127
T. C. Kenney, W. A. Van Veen, M. A. Swallow, M. A. Sungaila, Hydraulic conductivity of compacted bentonite–sand mixtures Canadian Geotechnical Journal. ,vol. 29, pp. 364- 374 ,(1992) , 10.1139/T92-042