Stabilisation of fine-grained soils with saline water
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[1] N. Shariatmadari,et al. Effect of inorganic salt solutions on some geotechnical properties of soil-bentonite mixtures as barriers , 2011 .
[2] B. Warkentin,et al. Interpretation of the Upper Plastic Limit of Clays , 1961, Nature.
[3] D. E. Daniel,et al. HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY TO DILUTE ORGANIC CHEMICALS. , 1987 .
[4] C. D. Maio. Exposure of bentonite to salt solution: osmotic and mechanical effects , 1996 .
[5] M. Ohtsubo,et al. Effect of Salt Concentrations on the Permeability and Compressibility of Soil-Bentonite Mixtures , 2005 .
[6] Khaldoon A. Bani-Hani,et al. Cracking of RC School Building Due to Soil Expansion , 2007 .
[7] John D. Nelson,et al. Expansive Soils: Problems and Practice in Foundation and Pavement Engineering , 1992 .
[8] Raymond N. Yong,et al. Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils , 2007 .
[9] Craig H. Benson,et al. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids , 2000 .
[10] Craig H. Benson,et al. HYDRAULIC CONDUCTIVITY AND SWELLING OF NONPREHYDRATED GCLS PERMEATED WITH SINGLE-SPECIES SALT SOLUTIONS , 2001 .
[11] Hari D. Sharma,et al. Waste Containment Systems, Waste Stabilization, and Landfills: Design and Evaluation , 1994 .
[12] R. Grim. Clay Mineralogy , 1962, Science.
[13] Roy E. Olson,et al. Mechanisms Controlling the Permeability of Clays , 1971 .
[14] Khelifa Abbeche,et al. Treatment of Collapsible Soils by Salts Using the Double Consolidation Method , 2010 .
[15] M Steinberg,et al. GEOMEMBRANES AND THE CONTROL OF EXPANSIVE SOILS IN CONSTRUCTION , 1998 .
[16] Craig H. Benson,et al. Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions , 2005 .
[17] O. Agbede,et al. Influence of Sodium Chloride on Subgrade Soil California Bearing Ratio. , 2009 .
[18] W. S. Abdullah,et al. Influence of pore water chemistry on the swelling behavior of compacted clays , 1999 .
[19] H. Alawaji. Swell and compressibility characteristics of sand-bentonite mixtures inundated with liquids , 1999 .
[20] Malcolm Steinberg. Geomembranes and the Control of Expansive Soils , 1998 .
[21] Martin Rogers. Highway Engineering , 1928, Science.
[22] David E. Daniel,et al. Calcium and sodium bentonite for hydraulic containment applications , 1997 .
[23] Charles D. Shackelford,et al. Permeation of sand-processed clay mixtures with calcium chloride solutions , 1998 .
[24] Craig H. Benson,et al. HYDRAULIC CONDUCTIVITY AND SWELL OF NONPREHYDRATED GEOSYNTHETIC CLAY LINERS PERMEATED WITH MULTISPECIES INORGANIC SOLUTIONS , 2004 .
[25] C. Rogers,et al. Liquid limit and the temperature sensitivity of clays , 1998 .
[26] Abdel-Mohsen Onsy Mohamed,et al. Principles of Contaminant Transport in Soils , 1992 .
[27] S. Arasan,et al. Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions , 2008, Waste Management Research.
[28] Anand J. Puppala,et al. Effects of Fiber Reinforcement on Strength and Volume Change in Expansive Soils , 2000 .
[29] S. Arasan. Effect of Inorganic Salt Solutions on the Consistency Limits of Two Clays , 2008 .
[30] C. E. Marshall,et al. The Physical Chemistry and Mineralogy of Soils , 1978 .
[31] Robert Charlier,et al. Chemo–mechanical interactions in clay: a correlation between clay mineralogy and Atterberg limits , 2004 .
[32] W. Busscher. Fundamentals of Soil Behavior , 1994 .
[33] Robert M. Koerner,et al. Designing with Geosynthetics , 1986 .
[34] E. Youngs,et al. Fundamentals of Soil Physics. , 1982 .
[35] M. Moavenian,et al. Volume change behavior of compacted clay due to organic liquids as permeant , 2008 .
[36] A. R. Jumikis. Foundations on Expansive soils , 1978 .