Stabilisation of fine-grained soils with saline water

References

• Abdullah , K. , Bahloul , O. , Ayadat , T. and Bahloul , A. 1999 . Treatment of collapsible soils by salts using the double consolidation method . Proceedings of the 2010 GeoShanghai International Conference, Experimental and Applied Modeling of Unsaturated Soils , 202 : 69 – 78 . ASCE Geotechnical Special Publications
   Google Scholar
• Abdullah , W. S. , Alshibli , K. A. and Al-Zoubi , M. S. 1999 . Influence of pore water chemistry on the swelling behavior of compacted clays . Applied Clay Science , 15 ( 5–6 ) : 447 – 462 .
   Google Scholar
• Akbulut , S. , Arasan , S. and Kalkan , E. 2007 . Modification of clayey soils using scrap tire rubber and synthetic fibers . Applied Clay Science , 38 ( 1–2 ) : 23 – 32 .
   Web of Science ®Google Scholar
• Alawaji , H. A. 1999 . Swell and compressibility characteristics of sand-bentonite mixtures inundated with liquids . Applied Clay Science , 15 ( 3–4 ) : 411 – 430 .
   Web of Science ®Google Scholar
• Arasan , S. and Yetimoglu , T. 2008 . Effect of inorganic salt solution on the consistency limits of two clays . Turkish Journal of Engineering and Environmental Science , 32 ( 2 ) : 107 – 115 .
   Google Scholar
• Ayininuola , G. M. and Agbede , O. A. 2009 . Influence of sodium chloride on subgrade soil California bearing ratio . Pacific Journal of Science and Technology , 10 ( 1 ) : 573 – 580 .
   Google Scholar
• Bowders , J. J. and Daniel , D. E. 1987 . Hydraulic conductivity of compacted clay to dilute organic chemicals . Journal of Geotechnical Engineering , 113 ( 12 ) : 1432 – 1448 .
   Google Scholar
• Chen , F. H. 1988 . Foundations on expansive soils , Amsterdam : Elsevier .
   Google Scholar
• Di Maio , C. D. 1996 . Exposure of bentonite to salt solution: Osmotic and mechanical effects . Geotechnique , 46 ( 4 ) : 695 – 707 .
   Web of Science ®Google Scholar
• Gleason , M. H. , Daniel , D. E. and Eykholt , G. R. 1997 . Calcium and sodium bentonite for hydraulic containment applications . Journal of Geotechnical and Geoenvironmental Engineering , 123 ( 5 ) : 438 – 445 .
   Google Scholar
• Grim , R. E. 1968 . Clay mineralogy , New York , NY : McGraw-Hill .
   Google Scholar
• Hillel , D. 1980 . Fundamentals of soil physics , New York , NY : Academic Press .
   Google Scholar
• Jefferson , I. and Rogers , C. D. F. 1998 . Liquid limit and the temperature sensitivity of clays . Engineering Geology , 49 ( 2 ) : 95 – 109 .
   Google Scholar
• Jo , H. Y. , Benson , C. H. , Shackelford , C. D. , Lee , J. M. and Edil , T. B. 2005 . Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions . Journal of Geotechnical and Geoenvironmental Engineering , 131 ( 4 ) : 405 – 417 .
   Google Scholar
• Jo , H. Y. , Katsumi , T. , Benson , C. H. and Edil , T. B. 2001 . Hydraulic conductivity and swelling of nonprehyrated GCLs permeated with single-species salt solutions . Journal of Geotechnical and Geoenvironmental Engineering , 127 ( 7 ) : 557 – 567 .
   Web of Science ®Google Scholar
• Koerner , R. M. 2005 . Designing with geosynthetics , New Jersey , NJ : Prentice-Hall .
   Google Scholar
• Kolstad , D. C. , Benson , C. H. and Edil , T. B. 2004 . Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions . Journal of Geotechnical and Geoenvironmental Engineering , 130 ( 12 ) : 1236 – 1249 .
   Web of Science ®Google Scholar
• Lopez, L. T., Castano, V. M. (2001). Time dependency of CaO-treated expansive soils. Electronic Journal of Geotechnical Engineering, 7. Retrieved July 28, 2010, from http://www.ejge.com/2001/Ppr0102/Abs0102.htm
   Google Scholar
• Marshall , C. E. 1977 . The physical chemistry and mineralogy of soils , New York , NY : Wiley .
   Google Scholar
• Mesri , G. and Olson , R. E. 1971 . Mechanisms controlling the permeability of clays . Clays and Clay Minerals , 19 ( 3 ) : 151 – 158 .
   Web of Science ®Google Scholar
• Mishra , A. K. , Ohtsubo , M. , Li , L. and Higashi , T. 2005 . Effect of salt concentrations on the permeability and compressibility of soil–bentonite mixtures . Journal of the Faculty of Agriculture of Kyushu University , 50 ( 2 ) : 837 – 849 .
   Web of Science ®Google Scholar
• Mitchell , J. K. 1993 . Fundamentals of soil behavior , New York , NY : Wiley .
   Google Scholar
• Moavenian , M. H. and Yasrobi , S. S. 2008 . Volume change behavior of compacted clay due to organic liquids as permeant . Applied Clay Science , 39 ( 1–2 ) : 60 – 71 .
   Google Scholar
• Mughieda , O. S. and Bani-Hani , K. A. 2007 . Cracking of RC school building due to soil expansion . Jordan Journal of Civil Engineering , 1 ( 4 ) : 393 – 408 .
   Google Scholar
• Nelson , J. D. and Miller , D. J. 1992 . Expansive soils: Problems and practice in foundation and pavement engineering , New York , NY : Wiley .
   Google Scholar
• Puppala , A. J. and Musenda , C. 2000 . Effects of fiber reinforcement on strength and volume change in expansive soils . Transportation Research Record , 1736 : 134 – 140 .
   Google Scholar
• Schmitz , R. M. , Schroeder , C. and Charlier , R. 2004 . Chemo-mechanical interactions in clay: A correlation between clay mineralogy and Atterberg limits . Applied Clay Science , 26 ( 1–4 ) : 351 – 358 .
   Google Scholar
• Schmitz , R. M. and Van Paassen , L. A. 2003 . The decay of the liquid limit of clays with increasing salt concentration . Ingeokring Newsletter , 9 ( 1 ) : 10 – 14 .
   Google Scholar
• Shackelford , C. D. , Benson , C. H. , Katsumi , T. , Edil , T. B. and Lin , L. 2000 . Evaluation of the hydraulic conductivity of GCLs permeated with non-standard liquids . Geotextiles and Geomembranes , 18 ( 2–4 ) : 133 – 161 .
   Web of Science ®Google Scholar
• Shariatmadari , N. , Salami , M. and Fard , M. K. 2011 . Effect of inorganic salt solutions on some geotechnical properties of soil–bentonite mixtures as barriers . International Journal of Civil Engineering , 9 ( 2 ) : 103 – 110 .
   Web of Science ®Google Scholar
• Sharma , H. D. and Lewis , S. P. 1994 . Waste containment systems, waste stabilization, and landfills: design and evaluation , New York , NY : Wiley .
   Google Scholar
• Singh, S., Prasad, A. (2007). Effect of chemicals on compacted clay liner. Electronic Journal of Geotechnical Engineering, 12, Retrieved July 5, 2010, from http://www.ejge.com/2007/Ppr0752/Abs0752.htm
   Google Scholar
• Steinberg , M. 1998 . Geomembranes and the control of expansive soils in construction , New York , NY : McGraw-Hill .
   Google Scholar
• Stern , R. T. and Shackelford , C. D. 1998 . Permeation of sand processed clay mixtures with calcium chloride solutions . Journal of Geotechnical and Geoenvironmental Engineering , 124 ( 3 ) : 231 – 241 .
   Web of Science ®Google Scholar
• Van Paassen L. A. (2002). The influence of pore fluid salinity on the consolidation behaviour and undrained shear strength development of clayey soils. Memoirs of the Centre of Engineering Geology in the Netherlands, TU-Delft, Delft. ISSN 1386–5072, 216, pp. 1–105.
   Google Scholar
• Warkentin , B. P. 1961 . Interpretation of the upper plastic limit of clays . Nature , 190 ( 4772 ) : 287 – 288 .
   Google Scholar
• Wright , P. H. and Dixon , K. K. 2004 . Highway engineering , New York , NY : Wiley .
   Google Scholar
• Yilmaz , G. , Yetimoglu , T. and Arasan , S. 2008 . Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions . Waste Management and Research , 26 ( 5 ) : 464 – 473 .
   Google Scholar
• Yong , R. N. , Mohamed , A. M. O. and Warkentin , B. P. 1992 . Principles of contaminant transport in soils. Developments in geotechnical engineering, 73 , Amsterdam : Elsevier .
   Google Scholar
• Yong , R. N. and Ouhadi , V. R. 2007 . Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils . Applied Clay Science , 35 ( 3–4 ) : 238 – 249 .
   Web of Science ®Google Scholar