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163Black, J.A., Sivakumar, V., Madhav, M.R., and Hanill, G.A. (2007). ―Reinforced StoneColumns in Weak Deposits: Laboratory Model Study.‖ Journal of Geotechnical andGeoenvironmental Engineering. Vol 133, No. 9, p. 1154-1161.Black, J., Sivakumar, V., and McKinley, J.D. (2007). ―Performance of Clay SamplesReinforced with Vertical Granular Columns.‖ Canadian Geotechnical Journal. Vol 44, p.89-95.Bowles, J.E. (1978). ―Engineering Properties of Soils and their Measurements.‖ McGraw-Hill, Inc. USA.Bucher, S., Bullard, J., and Parra, J.R. (2008). ―Comparison of Load results and Performanceof the Rammed Geopier System in Undocumented Fill in Urban Areas.‖ 15 th Annual GreatLakes geotechnical/Geoenvironmental Conference, Carmel, IN.Burnham, T., and Johnson, D. (1993). ―In-Situ Foundation Characterization Using theDynamic Cone Penetrometer.‖ Final Report MN/RD-93/05, Minnesota Department ofTransportation, St. Paul, MN.Construction of Great Pyramids (2002). ―Mystic Places.‖ World Mysteries.http://www.world-mysteries.com/mpl_2_1asok.htm (Oct. 30, 2009)Cox, W.R., Dixon, D.A., and Murphy, B.S. (1984). ―Lateral-load Tests on 25.4mm DiameterPiles in Very Soft Clay in Side-by-side and in-line Groups.‖ Laterally Loaded DeepFoundations: Analysis and Performance, ASTM STP 835, p. 122-139.Das, B.M. (2006). ―Principles of Geotechnical Engineering.‖ McGraw-Hill, Inc. USA.Fang, Z., and Yin, H. (2007). ―Responses of Excess Pore Water Pressure in Soft Marine Clayaround a Soil Cement Column.‖ International Journal of Geomechanics. Vol 7, No. 167, 9.167-175.