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G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...

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168White, D.J., <strong>Prokudin</strong>, M.M., and Gieselman, H.H. (2009b). ―Full-scale Field HydraulicConductivity Tests – Impact Rammed Aggregate Pier Installations.‖ Technical Report, IowaState University, Ames, IA.White, D.J., and Suleiman, M.T. (2004). ―Design of Short Aggregate Piers to SupportHighway Embankments.‖ Transportation Research Record – Journal of the TransportationResearch Board. No. 1868, TRB, National Research Council, Washigton, D.C., p. 103-112.Wisconsin DOT (2003). ―AASHTO No.57 Gradation Specifications.‖ Wisconsin Departmentof Transportation, Madison, WI.http://training.ce.washington.edu/WSDOT/state_information/03_materials/wsdot_gradations.htm (Oct. 13, 2007).Wissmann, K.J. (1999). ―Bearing Capacity of GEOPIER – Supported Foundation Systems.‖Technical Bulletin, No.2, GEOPIER Foundation Co., Inc., Scottsdale, AZ.Wissmann, K.J., Caskey J.M., and FitzPatrick, B.T. (2001a). ―GEOPIER Uplift Resistance.‖Technical Bulletin, No.3, GEOPIER Foundation Co., Inc., Scottsdale, AZ.Wissmann, K.J., Lawton, E.C., and Farrell, T.M. (1999). ―Behavior of GEOPIER –Supported Foundation Systems During Seismic Events.‖ Technical Bulletin, No.1, GEOPIERFoundation Co., Inc., Scottsdale, AZ.Wissmann, K.J., White, D.J., and Lawton, E. (2007b). ―Load Test Comparison for RammedAggregate Piers and Pier Groups.‖ Proceedings of the GeoDenver 2007 congress,geotechnical special publication. No. 172, American Society of Civil Engineers, Denver,CO.Wissmann, K.J., Williamson, T., Jean, C., and Ringholz, R. (2001b). ―Use of GEOPIER SoilReinforcing Elements to Support a Large Aboveground Storage Tank facility in Texas.‖Independent Liquid Terminals Association 2001 Annual Operating Conference, Houston,TX.

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