Treatment of expansive soils with quality saline pore water by cyclic drying and wetting

Abdullah, W.S., K.A. Alshibli, M. S. Al-Zou'bi, 1999.
Influence of pore water chemistry on the swelling
behavior of compacted clays. Applied Clay Science,
15; 447-462.
Ahmadi, H., H. Rahimi, M.E. Rostami, 2012. Control of
swelling of soil under canal lining by wetting and
drying cycles. Irrigation and Drainage, 61; 527-532.
Alainachi, I.H., G.A. Alobaidy, 2010. The effects of
Basra Gulf salt water on the proctor compaction and
CBR test results of soil samples at Baniyas City, Abu
Dhabi, UAE. Electronic Journal of Geotechnical
Engineering, 15; 1-17.
Al-Homoud, A.S., A.A. Basma, A.I. Husein-Malkawi,
M.A. Al-Bashabsheh, 1995. Cyclic swelling behavior
of clays. Journal of geotechnical engineering, 121;
562-565.
Alonso, E.E., E. Romero, C. Hoffmann, E. García-
Escudero, 2005. Expansive bentonite–sand mixtures
in cyclic controlled-suction drying and wetting.
Engineering geology, 81; 213-226.
ASTM Standard D4546, 2008. Standard test methods for
one-dimensional swell or collapse. Available from:
http://www.astm.org. Accessed 18th November 2014.
ASTM Standard D698, 2007. Standard test methods for
laboratory compaction characteristics of soil using
standard effort. Available from: http://www.astm.org.
Accessed 18th November 2014.
Basma, A.A., A.S. Al-Homoud, A.I. Husein-Malkawi,
M.A. Al-Bashabsheh, 1996. Swelling-shrinkage
behavior of natural expansive clays. Applied Clay
Science, 11; 211-227.
Buckman, H.O., N.C. Brady, 1969. The nature and
properties of soils. 7th ed., the MacMillan Company,
New York.

Chen, Y., A. Banin, 1975. Scanning electron microscope
(SEM) observations of soil structure changes induced
by sodium-calcium exchange in relation to hydraulic
conductivity. Soil Science Society of America
Journal, 120; 428-436.
Chu, T.Y., C.H. Mou, 1973. Volume change
characteristics of expansive soils determined by
controlled suction tests. In: Proceedings of 3rd
International Congress on Expansive Soils, Haifa,
Israel. pp. 177-185.
Day, R.W., 1994. Swell-shrink behavior of compacted
clay. Journal of Geotechnical Engineering, 120; 618-
623.
Dif, A.E., W.F. Bluemel, 1991. Expansive soils under
cyclic drying and wetting. Geotechnical Testing
Journal, 14; 96-102.
Estabragh, A.R., M.R.S. Pereshkafti, B. Parsaei, A.A.
Javadi, 2012. Stabilized expansive soil behavior
during wetting and drying. International Journal of
Pavement Engineering, 14; 418-427.
Estabragh, A.R., M. Moghadas, A.A. Javadi, 2013.
Effect of different types of wetting fluids on the
behavior of expansive soil during wetting and drying.
Soils and Foundations, 53; 617-627.
Estabragh, A.R., M. Moghadas, A.A. Javadi, 2014.
Mechanical behaviour of an expansive clay mixture
during cycles of wetting and drying inundated with
different quality of water. European Journal of
Environmental and Civil Engineering. In press; 1-12.
Frenkel, H., J.O. Goertzen, J.D. Rhoades, 1978. Effects
of clay type and content, exchangeable sodium
percentage, and electrolyte concentration on clay
dispersion and soil hydraulic conductivity. Soil
Science Society of America Journal, 142; 32-39.
Gourley, C.S., D. Newill, H.D. Schreiner, 1993.
Expansive soils: TRL’s research strategy. In:
Proceedings of 1st International Symposium on
Engineering Characteristics of Arid Soils, London,
England. pp. 247-260.
Hanson, B., S.R. Grattan, A. Fulton, 1999. Agricultural
salinity and drainage. University of California
Irrigation Program, University of California, Davis.
Jones, D.E., K.A. Jones, 1987. Treating expansive soils.
Civil Engineering, 57; 62-65.
Komine, H., N. Ogata, 1994. Experimental study on
swelling characteristics of compacted bentonite.
Canadian geotechnical journal, 31; 478-490.
Lambe, T.W., 1958. The structure of compacted clay.
Journal of Soil Mechanics and Foundation (ASCE),
84: 10-34.
McKeen, R.G., 1992. A model for predicting expansive
soil behavior. In: Proceedings of 7th International
Congress on Expansive Soils, Dallas, USA. pp. 1-6.
Mesri, G., R.E. Olson, 1971. Consolidation
characteristics of montmorillonite. Geotechnique, 21;
341-352.
Miller, R.W., R.L. Donahue, 1995. Soils in our
environment. 7th ed., Prudence Hall-Englewood
Cliffs, New Jersey.
Mitchell, J.K., 1993. Fundamentals of soil behaviour.
2nd ed., John Wiley and Sons. Inc., New York.
Nelson, J.D., D.J. Miller, 1992. Expansive soils:
Problems and Practice in Foundation and Pavement
Engineering. 1st ed., John Wiley and Sons. Inc, New
York.
Osipov, V.I., N.N. Bik, N.A. Rumjantseva, 1987. Cyclic
swelling of clays. Applied clay science, 2; 363-374.
Popescu, M.E., 1980. Engineering problems associated
with expansive clays from Romania. Engineering
Geology, 14; 43-53.
Pusch, R., 2001. Experimental study of the effect of high
pore water salinity on the physical properties of a
natural smectitic clay. Swedish Nuclear Fuel and
Waste Management Company (SKB). Report
number: TR01-07, 35 p.
Rogers, C.D.F., T.A. Dijkstra, I.N. Smalley, 1994.
Classification of arid soils for engineering purposes
an engineering approach. In: Proceedings of 1st
International Symposium on Engineering
Characteristics of Arid Soils, London, England. pp.
99-134.
Shariatmadari, N., M. Salami, M.K. Fard, 2011. Effect
of inorganic salt solutions on some geotechnical
properties of soil-bentonite mixtures as barriers.
International Journal of Civil Engineering, 9; 103-
110.
Siddiqua, S., J. Blatz, G. Siemens, 2011. Evaluation of
the impact of pore fluid chemistry on the hydro
mechanical behavior of clay-based sealing materials.
Canadian Geotechnical Journal, 48; 199-213.
Singh, S., A. Prasad, 2007. Effects of chemicals on
compacted clay liner. Electronic Journal of
Geotechnical Engineering, 12; 1-15.
Sridharan, A., G.V. Rao, 1973. Mechanisms controlling
volume change of saturated clays and the role of the
effective stress concept. Geotechnique, 23; 359-382.
Tawfiq, S., Z. Nalbantoglu, 2009. Swell-Shrink behavior
of expansive clays. In: Proceedings of 2nd
International Congress on New Developments in Soil
Mechanics and Geotechnical Engineering, Nicosia,
North Cyprus. pp. 336-341.
Tripathy, S., K.S.S. Rao, D.G. Fredlund, 2002. Water
content-void ratio swell-shrink paths of compacted
expansive soils. Canadian Geotechnical Journal, 39;
938-959.
Tripathy, S., K.S.S. Rao, 2009. Cyclic swell–shrink
behavior of a compacted expansive soil. Geotechnical
and Geological Engineering, 27; 89-103.