An Experimental Study to Mitigate Swelling Pressure of Expansive Tabuk Shale, Saudi Arabia
References:
[1] F. H. Chen, Foundations on expansive soils. 2nd ed. Amsterdam: Elsevier, 1988, 463p.
[2] D. E. Jones and W. G. Holtz, Expansive soils-the hidden disaster. Civil Engineering, ASCE, vol. 43, no. 8, pp. 49-51, 1973.
[3] D. R. Snethen, Expansive soils: where are we? Ground failure, No. 3. National Research Council Communication on Ground Failure Hazards, National Research Council, Washington, DC, 1986, pp. 12–16.
[4] A. Al-Muhaidib, Characteristics of expansive soil in the Kingdom of Saudi Arabia. Journal of King Saud University (Engineering Sciences), vol. 16, no.1, pp. 1-34, 2003.
[5] D. E. Slater, Potential expansive soils in Arabian Peninsula. American Society for Civil Engineering. Geothermal Engineering, vol. 109, no. 5, pp. 744–746, 1983.
[6] A. Dhowian, I. Ruwiah, and A. Erol, The distribution and evaluation of the expansive soils in Saudi Arabia, Proc. 2nd Saudi Eng. Conf. King Fahd University of Petroleum and Minerals, Dhahran, 1985, 4: pp. 1969-1990.
[7] T. Al-Refeai, and D. Al-Ghamdy, Geological and geotechnical aspects of Saudi Arabia. Geotechnical & Geological Engineering, vol. 12, no. 4, pp. 253-276, 1994.
[8] A. Al-Muhaidib, Swelling behaviour of expansive shales from the Middle Region of Saudi Arabia. Geotechnical & Geological Engineering, vol. 16, no. 4, pp. 291-307, 1998.
[9] T. Elkady, and M. Abbas, Shear strength behavior of highly expansive soil. GeoCongress 2012, pp. 2532-2541.
[10] I. A. Ruwaih, Experiences with expansive soils in Saudi Arabia. Proceedings of 6th International Conference on Expansive Soils, New Delhi, India, 1987, pp. 317-322.
[11] S. N. Abduljauwad, and R. Ahmed, Expansive soil in Al-Qatif area. Arabian Journal for Science and Engineering (AJSE). Vol. 15, no. 2A, pp. 133–144, 1990.
[12] S. N. Abduljauwad, Swelling behavior of calcareous clays from the eastern province of Saudi Arabia. Journal of Engineering Geology, vol. 27, pp. 333-351, 1994.
[13] S. Azam, Engineering behaviour of clay-bearing calcium sulphate in Dammam Dome, eastern Saudi Arabia. Bull Eng Geol Environ, vol. 67, pp. 521–528, 2008.
[14] M. A. Dafalla, and M. A. Al-Shamrani, Performance-based solutions for foundations on expansive soils- Al-Ghatt region, Saudi Arabia. GEOCHIANGMAI 2008, Chiangmai, Thailand.
[15] A. W. Dhowian, Characteristics of expansive clay-shale in the northern region of Saudi Arabia. Proceedings of the 5th International Conference on Expansive Soils, Adelaide, South Australia, 1984, pp. 316-320.
[16] A. O. Erol, and A. Dhowian, Swell behavior of arid climate shale from Saudi Arabia. Journal of Engineering Geology, vol. 23, pp. 243–254, 1990.
[17] A. A. Sabtan, Geotechnical properties of expansive clay shale in Tabuk, Saudi Arabia. Journal Asian Earth Science, vol. 25, no. 5, pp. 747-757, 2005.
[18] M. A. Dafalla, and M. A. Al-Shamrani, Expansive soil properties in a semiarid region. Research Journal of Environmental and Earth Sciences, vol. 4, pp. 930-938, 2012.
[19] M. A. Dafalla, E. Mutaz, M. Al Humimidi, L. A. Oumar, and M. Al-Shamrani, Shale failure and cracking in a semi-arid area. International Journal of GEOMATE, vol. 5, no. 2, pp. 696-699, 2013.
[20] S. Clemence, and A. Finbarr, Design considerations for collapsible soils. Journal of Geotechnical Engineering, ASCE, vol. 107, pp. 305-318, 1981.
[21] D. G. Fredlund, and H. Rahardjo, Soil mechanics for unsaturated soils. New York: John Wiley & Sons, 1993.
[22] J. D. Nelson, and D. J. Miller, Expansive soils: problems and practice in foundation and pavement engineering. New York: John Wiley & Sons, 1992.
[23] R. W. Day, Expansive Soils: Recent advances in characterization and treatment 1st ed., Taylor & Francis, 2006.
[24] S. M. El-Kholy, Improving the characteristics of expansive soil using coarse-grained soil. Journal of Engineering and Computer Sciences, Qassim University, vol. 1, no. 2,pp. 71- 81, 2008.
[25] E. S. Abu Seif, Efficiency of quicklime in reducing the swelling potential of pulverized expansive shale, Northern Jeddah, Saudi Arabia. Bull Eng Geol Environ, vol. 74, pp. 637–650, 2015.
[26] International Building Code (IBC) and International Residential Code (IRC), 2006.
[27] B. Satyanarayana, Swelling pressure and related mechanical properties of black cotton soils. PhD Thesis, IISc, Bangalore, 1966.
[28] R. K. Katti, Search for solutions to problems in black cotton soils. First Indian Geotechnical Society Annual Lecture, Indian Geotechnical Journal, vol. 9, no. 1,pp. 1–88, 1978.
[29] A. Aly, Assessment of drying-wetting cycles for mitigation the potential of expansive soil in Upper Egypt. Journal of Applied Sciences Research, vol. 12, pp. 2277-2284, 2009.
[30] R. Lytton, C. Aubeny, and R. Bulut, Design procedures for pavements on expansive soils (Project Number 0-4518), 2004, Report 0-4518-1, vol.1.
[31] California Building Standards and Codes for Residential Structures. 2010.
[32] W. G. Holtz, and G. J. Gibbs, Engineering properties of expansive clays. Transactions of the American Society of Civil Engineers, vol. 121, pp. 641-677, 1956.
[33] W. G. Holtz, Expansive clays properties and problems. Quart, Colorado School of Mines, vol. 54, pp. 89–117, 1959.
[34] H. B. Seed, R. J. Woodward, and R. Lundgren, Prediction of swelling potential for compacted clays, Journal of Soil Mechanics and Foundation Engineering Division, ASCE vol. 88, pp. 53–87, 1962.
[35] D. H. Van Der Merwe, The prediction of heave from the plasticity index and percentage clay fraction of soils. Civil Engineers in South Africa, vol. 6, pp. 337–342, 1964.
[36] M. Carter, and S. P. Bentley, Correlation of soil properties. Pentech Press, London, 1991.
[37] A. Sridharan, and K. Prakash, Classification procedures for expansive soils, Geotechnical Engineering, Proc. ICE (UK), 2000, vol. 143, pp. 235–240.
[38] J. K. Mitchell, and K. Soga, Fundamentals of soil behavior, III ed, John Wiley and Sons, Inc., New York, 2005.
[39] J. D. Nelson, D. D. Overton, and D. B. Durkee, Depth of wetting and the active zone. Proceedings of the Geo-Institute Shallow Foundation and Soil Properties Committee Sessions at the ASCE 2001, Civil Engineering Conference, Houston, Texas, October, 2001, pp. 10–13.
[40] M. A. Al-Shamrani, and A. I. Al-Muhaidib, Prediction of potential vertical swell of expansive soils using a triaxial stress path cell. Journal of Engineering Geology, vol. 32, pp. 45-54, 1999.
[41] M. A. Al-Shamrani, and A. W. Dowian, Experimental study of lateral restraint effects on the potential heave. Journal of Engineering Geology, vol. 69, pp. 63-81, 2003.