Utilization of Lime Sludge Activated by Salt in Egyptian Expansive Soil Improvement

Authors

  • Carmen M. Sharaby Faculty of Science, Chemistry Department Al-Azhar University, Egypt
  • Mohie Eldin M. El mashad Construction Research Institute, Geotechnical Engineering Department, National Water Research Center, Egypt
  • Mona A. Fakhry Faculty of Science, Chemistry Department Al-Azhar University, Egypt
  • Marwa H. Salama 4Construction Research Institute, Chemistry Department, National Water Research Center, Egypt

DOI:

https://doi.org/10.24203/ajas.v9i2.6573

Keywords:

expansive soil, swelling, stabilization

Abstract

Expansive soils are active clays which cause engineering problems all over the world. This research deals with the impact of lime sludge (LS) as industrial solid waste from sugar-cane factory and sodium chloride salt (NaCl) on engineering properties of expansive soil. In this research, an analytical study of chemical and physical properties of Egyptian expansive soil in Sixth of October City was made as a case study. The laboratory results showed improvement of chemical, microstructural properties and thus the engineering properties of this soil. The results of chemical analysis showed the ability of soil to improve pH; soil alkalinity raise to the required level of stabilization. After soil treatment, Microstructure scanning electron with energy dispersive spectroscopy (SEM-EDX) analyses showed that new cementitious compounds are formed and soil was changed from a weak dispersed structure to strong flocculated structure. It was also observed by increasing LS and NaCl concentrations the plastic limit increased and the liquid limit decreased, hence decreased plasticity index; the rate of soil free swelling is decreased due to change of expansive soil texture. Therefore, lime sludge activated by NaCl has positive effects on engineering properties of soil. By this way we protect the environment from industrial solid wastes.  

References

Al-Mhaidib, A.I., "Characteristics of expansive soil in the kingdom of Saudi Arabia", Journal of King Saud University of engineering science, vol.16, no.1, pp.1-34, 2003.

Al-Mukhtar M., Khattab S., and Alcover J.F., "Microstructure and geotechnical properties of lime-treated expansive clayey soil", Journal of engineering geology. vol.139, no.140, pp.17-27, 2012.

Al-Rawas, A. A., Hago, A. W., and Al-Sarmi, H., "Effect of lime, cement and Sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman", Journal of building environment. vol. 40, no. 5, pp. 681–687, 2005.

AI-Sharif, M.M., and Attom M.F., "A geoenvironmental application of burned wastewater sludge ash in soil stabilization", Journal of environmental sciences and engineering, vol.71, no.5, pp. 2453-2463, 2014.

Amer, A.A., and Mattheus F.A.G., "Expansive soils recent advances in characterization and treatment. Proceedings and monographs in engineering", Journal of water and earth sciences, Pp.1-6, 2006.

Arabi, M., and Wild S., "Property changes induced in clay soils when using lime stabilization" Journal of municipal engineer, London, vol.6, pp. 85-99, 1989.

Arvind, K., Baljit S.W., and Asheet B.j., " Influence of fly ash, lime, and polyester fibers on compaction and strength properties of expansive soil", Journal of materials in civil engineering, vol.19, no.3, pp.242–248, 2007.

Basma, A.A., and Tuncer E.R., "Effect of lime on volume change and compressibility of expansive clays", Transportation research board, Washington, no.1296, pp.54- 61, 1991.

Chittoori, B. C. S., "Clay mineralogy effects on long term performance of chemically treated expansive clays", Ph.D. Thesis. Department of civil engineering, University of Texas at Arlington, 2008.

Deer, W.A., Howie, R. A., and Zussman, J., "An introduction to the rock-forming minerals. 3rd ed. London, Mineralogical society of Great Britain and Ireland, 2013.

Eades, J.L., Nicholas, F. P., and Grim, R.E., "Formation of new minerals with lime stabilization as proven by field experiments in Virginia" Highway research board, bulletin, no. 335, pp. 31-39, 1962.

Egyptian Code of Practice of soil mechanics, (ECP) Part 2" Standard test method for free swell test", vol. 202, pp. 142-152, 2001.

Erica, V., "Scanning electron microscope image as a mean to determine dispersibility", M.Sc. thesis. Department of civil engineering. Lowa State University. Ames, Lowa, 2013.

Gehad. M.H., "Stabilization of the Egyptian expansive clayey soil using industrial carbonate waste", Ph.D. thesis. Geology department, faculty of science. Ain shams university, Cairo., Egypt, 2018.

Hadi, N. A., Khoury, H. N., and Suliman, M.R., "Utilization of bituminous limestone ash from EL-Lajjun area for engineering applications. Acta geotechnical journal, Vol. 3, No. 2, Pp.139-151, 2008.

IS: 2720 (Part 5) "Methods of test for soils" Determination of liquid and plastic limit, 1985.

James, J., Lakshmi, S.V., and Pandian, P.K., "Strength and index properties of phosphogypsum stabilized expansive soil", International Journal of applied environmental sciences, vol. 9, no. 5, pp. 2721-2731, 2014.

Joe Scianna, "Salt-affected soils, their causes, measure, and classification" Hort Note no.5, pp.1-3, 2002.

Khattab S., Al-Mukhtar M., Alcover J.F., Fleureau J.M., and Bergaya F., "Microstructure of swelling clay treated with lime. 15th International conference on soil mechanics and geotechnical engineering", Istanbul, vol. 3, pp. 1771-1775, 2001.

Khemissa M., and Mahamedi A., " Cement and lime mixture stabilization of an expansive over consolidated clay", Journal of Applied Clay Science vol.95, pp. 104-110, 2014.

Kumar, B., Smitha, Jeevana, N., and Uday K.V., "Effect of salinity on geotechnical properties of expansive soils" International journal of innovative research in science. Engineering and technology, vol.4, no.7, pp.6008-6015, 2015.

Marwa, H. S., "Improvement of swelling soil for constructions by industrial chemical wastes" M.Sc. thesis in applied chemistry. Department of environmental basic science. Ain Shams University, Cairo, Egypt, 2016.

Petry, T.M., and Little, D.N., "Review of stabilization of clays and expansive soils in pavements and lightly loaded structures-history. Practice and future", Journal of materials in civil engineering, vol. 14, no. 6, pp. 447-460,2002.

Sally, M.A., "Treatment of swelling soil using salt and phosphogypsum" M.Sc. thesis. Department of civil engineering, Ain shams university. Cairo, Egypt, 2017.

Thyagaraj.T, Rao,S.M., Sai. P., Suresh, and Salini.U., " Laboratory studies on stabilization of an expansive soil by lime precipitation technique" Journal of materials in civil engineering, vol.24, no.8, pp. 1067-1075, 2012.

Vinay A., and Mohit G., " Expansive soil stabilization using marble dust", International journal of earth sciences and engineering, no.4, pp. 59-62, 2011.

Zhang J., and Cao X., "Stabilization of expansive soil by lime and fly ash", Journal of Wuhan University of technology, vol.50, no.2, pp.191-198, 2002.

Zhang B., and Xiong, Yu., " Experimental evaluation of lime sludge performance in subgrade stabilization", GeoCongress. pp. 3775-3785, 2012.

Zumrawi, M.E., "Construction problems of light structures founded on expansive soils in Sudan. vol.4, no.8, pp.896-902, 2015.

Downloads

Published

2021-04-29

Issue

Section

Articles

How to Cite

Utilization of Lime Sludge Activated by Salt in Egyptian Expansive Soil Improvement . (2021). Asian Journal of Applied Sciences, 9(2). https://doi.org/10.24203/ajas.v9i2.6573

Similar Articles

1-10 of 54

You may also start an advanced similarity search for this article.