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167Randrup T.B., and Lichter, J.M. (2001). ―Measuring Soil Compaction on Construction Sites:A Review of Surface Nuclear Gauges and Penetrometers.‖ Journal of Arboriculture, Vol 27,No. 3, Savoy, IL, p. 109-117.Rollins, M.K., and Weaver, T.J. (1997). ―Statnamic Lateral Load Testing of a Full-scaleFixed-head Pile group.‖ Report, UDOT, FHWA.Sarsby, J.H. (1985). ―The Behavior of Model Pile Groups Subjected to Lateral Loads.‖ 38 thCanadian geotechnical Conference, Theory and Practice Foundation Engineering, Bolton,England.Sivakumar, V., McElvey, D., Graham, J., and Hughes, D. (2004). ―Triaxial Tests on ModelSand Columns in Clay.‖ Canadian Geotechnical Journal. Vol 41, No. 2, p. 299-312.Sowers, G.F. (1986). ―Pile Group Behavior under Long Term Lateral Monotonic and CyclicLoading.‖ Proceedings, International Conference on Numerical Methods of Offshore Piling,Nantes, p. 286-302.Terzaghi, K. (1943). ―Theoretical Soil Mechanics.‖ Wiley, New York.Webster, S.L., Grau R.H., and Williams, R.P. (1992). ―Description and Application of DualMass Dynamic Cone Penetrometer.‖ Instruction Report GL-92-3, U.S. Army EngineerWaterways Experiment Station, Vicksburg, MS.White, D.J., Gieselman, H.H., and Prokudin M.M. (2008). ―Freeze/Thaw Investigation forRammed Aggregate Pier Elements.‖ Technical Report, Iowa State University. Ames, IA.White, D.J., Gieselman, H.H., Zhao, L., and Vennapusa, P. (2009a). ―LaboratoryInvestigation of Low Modulus, High Modulus, and Expansive Grouts.‖ Technical Report,Iowa State University. Ames, IA.White, D.J., Pham, H.T.V., and Hoevelkamp, K.K. (2007). ―Support Mechanisms ofRammed Aggregate Piers I: Experimental Results.‖ Journal of Geotechnical andGeoenvironmental Engineering, Vol 133, No. 12, Ames, IA, p. 1503-1511.