Swelling and compressibility characteristics of bentonite and kaolin clay subjected to inorganic acid contamination

References

• Acar, Y. B., Hamidon, A. B., Field, S. D. and Scott, L. 1985. The effect of organic fluids on hydraulic conductivity of compacted kaolinite, Hydraulic barriers in soil and rock, ASTM STP, 874, 171–187.
   Google Scholar
• Al-Omari, R. R., Mohammed, W. K., Nashaat, I. H. and Kaseer, O. M. 2007. Effect of sulfuric and phosphoric acids on the behaviour of a limestone foundation, Indian Geotechnical Journal, 37, 263–282.
   Google Scholar
• Assa’ad, A. 1998. Differential Upheaval of phosphoric acid storage tanks in Aqaba, Jordan, Journal of Performance of Constructed Facilities, 12, 71–76.10.1061/(ASCE)0887-3828(1998)12:2(71)
   Google Scholar
• Birand, A. and Cokca, E. 1993. Determination of cation exchange capacity of clayey soils by the methylene blue test, Geotechnical Testing Journal, 16, (4), 518–524.
   Google Scholar
• Bolt, G. 1956. Physico-chemical analysis of the compressibility of pure clays, Géotechnique, 6, (2), 86–93.10.1680/geot.1956.6.2.86
   Google Scholar
• Bowders Jr, J. J. and Daniel, D. E. 1987. Hydraulic conductivity of compacted clay to dilute organic chemicals, Journal of Geotechnical Engineering, 113, (12), 1432–1448.10.1061/(ASCE)0733-9410(1987)113:12(1432)
   Google Scholar
• Chavali, R. V. P., Vindula, S. K., Reddy, P. H. P., Babu, A. and Pillai, R. J. 2017. Swelling behavior of kaolinitic clays contaminated with alkali solutions: a micro-level study, Applied Clay Science, 135, 575–582.
   Web of Science ®Google Scholar
• Chen, J., Anandarajah, A. and Inyang, H. 2000. Pore fluid properties and compressibility of kaolinite, Journal of Geotechnical and Geoenvironmental Engineering, 126, (9), 798–807.
   Web of Science ®Google Scholar
• Eisazadeh, A., Kassim, K. A. and Nur, H. 2011. Characterization of phosphoric acid-and lime-stabilized tropical lateritic clay, Environmental Earth Sciences, 63, (5), 1057–1066.10.1007/s12665-010-0781-2
   Web of Science ®Google Scholar
• Estabragh, A. R., Beiytolahpour, I., Moradi, M. and Javadi, A. A. 2014. Consolidation behavior of two fine-grained soils contaminated by glycerol and ethanol, Engineering Geology, 178, 102–108.
   Web of Science ®Google Scholar
• Fernandez, F. and Quigley, R. M. 1991. Controlling the destructive effects of clay-organic liquid interactions, by application of effective stresses, Canadian Geotechnical Journal, 28, (3), 388–398.10.1139/t91-049
   Web of Science ®Google Scholar
• Gates, W. P., Anderson, J. S., Raven, M. D. and Churchman, G. J. 2002. Mineralogy of a bentonite from Miles, Queensland, Australia and characterisation of its acid activation products, Applied Clay Science, 20, 189–197.10.1016/S0169-1317(01)00072-2
   Web of Science ®Google Scholar
• Grant, R., Christian, J. T. and Vanmarcke, E. H. 1974. Differential settlement of buildings, Journal of Geotechnical Engineering Division, ASCE, 100, 973–991.
   Google Scholar
• Gratchev, I. and Towhata, I. 2015. Compressibility of soils containing kaolinite in acidic environments, KSCE Journal of Civil Engineering, 20, 623–630.
   Web of Science ®Google Scholar
• Grim, R. E. 1953. Clay Mineralogy. New York, McGraw-Hill, Inc.
   Google Scholar
• Isaev, B. N., Tsapkova, N. N., Badeev, S. Y. and Balatskii, V. B. 1995. Protecting the bed soils of foundations from damaging wetting by acids, Soil Mechanics and Foundation Engineering, 32, (4), 130–134.
   Google Scholar
• Imai, G., Komatsu, Y. and Fukue, M. 2006. Consolidation yield stress of Osaka-Bay pleistocene clay with reference to calcium carbonate contents, Journal ASTM International, 3, 1–9.
   Google Scholar
• IS (Indian Standard). 1970. Classification and Identification of soils for general engineering purposes. Bureau of Indian Standards 1498, New Delhi, India.
   Google Scholar
• IS (Indian Standard). 1980a. Determination of specific gravity/section 1 fine grained soils. Bureau of Indian Standards 2720 (Part 3), New Delhi, India.
   Google Scholar
• IS (Indian Standard). 1980b. Determination of Water content-dry density relation using light compaction. Bureau of Indian Standards 2720 (Part 7), New Delhi, India.
   Google Scholar
• IS (Indian Standard). 1985a. Determination of grain size analysis of soils. Bureau of Indian Standards 2720 (Part 4), New Delhi, India.
   Google Scholar
• IS (Indian Standard). 1985b. Determination of liquid and plastic limit. Bureau of Indian Standards 2720 (Part 5), New Delhi, India.
   Google Scholar
• IS (Indian Standard). 1985c. Determination of consolidation properties. Bureau of Indian Standards 2720 (Part 15), New Delhi, India.
   Google Scholar
• Joshi, R. C., Pan, X. and Lohita, P. 1994. Volume change in calcareous soils due to phosphoric acid contamination. Proc 13th Int Conf on SM and FE, New Delhi, 4, 1569–1574.
   Google Scholar
• Jozefaciuk, G. and Bowanko, G. 2002. Effect of acid and alkali treatments on surface areas and adsorption energies of selected minerals, Clays and Clay Minerals, 50, 771–783.10.1346/000986002762090308
   Web of Science ®Google Scholar
• Kaya, A. and Fang, H. Y. 2000. The effects of organic fluids on physicochemical parameters of fine-grained soils, Canadian Geotechnical Journal, 37, (5), 943–950.10.1139/t00-023
   Web of Science ®Google Scholar
• Komadel, P. 2003. Chemically modified smectites, Clay Minerals, 38, 127–138.10.1180/0009855033810083
   Web of Science ®Google Scholar
• Komadel, P. 2016. Acid activated clays: materials in continuous demand, Applied Clay Science, 131, 84–99.10.1016/j.clay.2016.05.001
   Web of Science ®Google Scholar
• Laiti, E., Persson, P. and Öhman, L. O. 1996. Surface Complexation and Precipitation at the H+− Orthophosphate− Aged γ-Al2O3/Water Interface, Langmuir, 12, (12), 2969–2975.
   Web of Science ®Google Scholar
• Mal’tsev, A. V. 1998. Theoretical and experimental investigations of the effect or aggressive wetting on various types of bed soils, Soil Mechanics and Foundation Engineering, 35, 83–86.10.1007/BF02465914
   Google Scholar
• Mitchell, J. E. 1960. The applicability of colloidal theory to the compressibility of clays. Interparticle forces in clay-water electrolyte systems, Commonwealth Scientific and Industrial Research Organization, Australia, 92–98.
   Google Scholar
• Mitchell, J. K. 1993. Fundamentals of soil behaviour, 2nd ed, John Wiley & Sons, New York.
   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), 60–71.10.1016/j.clay.2007.04.009
   Web of Science ®Google Scholar
• Olgun, M. and Yıldız, M. 2010. Effect of organic fluids on the geotechnical behavior of a highly plastic clayey soil, Applied Clay Science, 48, (4), 615–621.
   Web of Science ®Google Scholar
• Önal, M. 2007. Swelling and cation exchange capacity relationship for the samples obtained from a bentonite by acid activations and heat treatments, Applied Clay Science, 37, 74–80.10.1016/j.clay.2006.12.004
   Web of Science ®Google Scholar
• Panda, A. K., Mishra, B. G., Mishra, D. K. and Singh, R. K. 2010. Effect of sulphuric acid treatment on the physico-chemical characteristics of kaolin clay, Colloids and Surfaces A: Physicochemical and Engineering Aspects, 363, 98–104.10.1016/j.colsurfa.2010.04.022
   Web of Science ®Google Scholar
• Rao, S. M. and Reddy, P. M. R. 1997. Laboratory studies on the volume change characteristics of kaolinite contaminated with sodium phosphate/sulphate, Geotechnical Testing Journal, 20, (3), 362–367.
   Web of Science ®Google Scholar
• Shekhtman, L. M., Baranov, V. T. and Nesterenko, G. F. 1995. Building deformations caused by the leakage of chemical reagents, Soil Mechanics and Foundation Engineering, 32, 32–36.10.1007/BF02336250
   Google Scholar
• Sivapullaiah, P. V., Prasad, B. G. and Allam, M. M. 2009. Effect of sulfuric acid on swelling behaviour of an expansive soil, Soil and Sediment Contamination, 18, 121–135.
   Web of Science ®Google Scholar
• Sokolovich, V. E. 1995. Chemical heaving of soils, Soil Mechanics and Foundation Engineering, 32, 135–137.10.1007/BF02336275
   Google Scholar
• Sridharan, A. and Rao, G. V. 1973. Mechanisms controlling volume change of saturated clays and the role of the effective stress concept, Géotechnique, 23, (3), 359–382.10.1680/geot.1973.23.3.359
   Web of Science ®Google Scholar
• Sridharan, A., Nagaraj, T. S. and Sivapullaiah, P. V. 1981. Heaving of soil due to acid contamination. Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 6, 383–386.
   Google Scholar
• Stephenson, R. W., Dempsey, B.A. and Heagler, J. B.. 1989. Chemically induced foundation heave, Foundation Engineering Current Principles and Practices, ASCE, Geotechnical Engineering Division, Jun. 25–29, New York, 1633–1642.
   Google Scholar
• Tyagi, B., Chudasama, C. D. and Jasra, R. V. 2006. Determination of structural modification in acid activated montmorillonite clay by FT-IR spectroscopy, Spectrochimica Acta Part A, 64, 273–278.10.1016/j.saa.2005.07.018
   PubMed Web of Science ®Google Scholar
• Vronskii, A. V., Boldyrev, G. G. and Terent’ev, B. I. 1978. Deformations of buildings and structures of the Balakovo chemical plant being conctructed on swelling soils, Soil Mechanics and Foundation Engineering, 15, 290–293.10.1007/BF02110447
   Google Scholar