Publications Library
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2007. Water hammer dissipation in pneumatic slug tests. 43(2):1-10.
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1994. Using Device Specific Data Acquisition for Automated Laboratory Testing. Transportation Research Record No. 1432. :9-17.
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2004. Use of 'Zero Controlled Gradient' tests to determine EOP compression behavior. Geotechnical Testing Journal. 27(3):1-8.
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1998. Use of recycled materials in highway construction. Journal of Civil Engineering Practice. 13(1):5-16.
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1996. Undrained multidirectional direct simple shear behavior of cohesive soil. Journal of Geotechnical Engineering. 122(2):91-98.
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2007. Unconfined aquifer response to infiltration basins and shallow pump tests. Journal of Hydrology. 338(1-2):132-144.
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2013. Thixotropism of micron-sized saltwater clay flocs. Geotechnique Letters. 3(4):162-165.
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1995. Techniques for sealing cone penetrometer holes. Canadian Geotechnical Journal. 32(5):880-891.
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1999. Structural numbers for reclaimed asphalt pavement base and subbase course mixes. Transportation Research Record: Transportation Research Board. 1687
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1999. State of the Art: Automated laboratory stress-strain-strength testing of soils. Nondestructive and Automated Testing for Soil and Rock Properties, American Society for Testing and Materials Special Technical Publication No. 1350. :203-230.
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2014. Soil–structure reliability of offshore wind turbine monopile foundations. Wind Energy. 18(3):483–498.
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2015. Soil-structure reliability of offshore wind turbine monopile foundations. Wind Energy. 18(3):483–498.
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2010. Slug tests in the presence of background head trends. Groundwater. 48(4):609-613.
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2015. Sensitivity of the dynamic response of monopile-supported offshore wind turbines to structural and foundation damping. Wind Energy. 39(6):609-627.
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2005. Sample disturbance—soft clays. Studia Geotechnica et Mechanica. XXVII(3-4):107-120.
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2010. Recommended practice for full‐flow penetrometer testing and analysis. Geotechnical Testing Journal. 33(2):137-149.
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2014. Pneumatic permeameter for transient tests on coarse gravel. Journal of Hydrologic Engineering. 19(2):319-327.
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2016. Partially penetrating slug tests in an unweathered till layer. Hydrology Research: An International Journal. 47(4)
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2007. Nondestructive sample quality assessment of a soft clay using shear wave velocity. Journal of Geotechnical and Geoenvironmental Engineering. 133(4):424-432.
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2016. Natural frequency degradation and permanent accumulated rotation for offshore wind turbine monopiles in clay. Renewable Energy. 97:319-330.
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2015. Multi-scale hydrogeologic characterization of a leaky till-mantled fractured bedrock aquifer system. Canadian Geotechnical Journal. 52(12):1945-1955.
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1993. The multidirectional direct simple shear apparatus. Geotechnical Testing Journal. 16(6):283-295.
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1994. Model prediction of anisotropic behavior of Boston blue clay. Journal of Geotechnical Engineering. 120(1):199-224.
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1996. Methods of determining in situ oxygen profiles in the vadose zone of granular soils. Sampling Environmental Media, American Society for Testing and Materials. Special Technical Publication No. 1282:271-288.
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2010. Method to characterize aquitards above leaky aquifers with water supply wells. Hydrogeology Journal. 18(3):595‐605.
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1992. Measurement of hydraulic conductivity in clay using push-in piezometers. Current Practices in Ground Water and Vadose Zone Investigations. 1118:362-374.
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2009. A linear theory of slug tests with annular effects. Journal of Hydrology. 368(1-4):205–213.
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2007. Laboratory testing of undisturbed soft clay samples to determine engineering design parameters. Studia Geotechnica et Mechanica. 29(1-2):23-37.
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1995. Laboratory methods for determining engineering properties of overconsolidated clays. Transportation Research Record. (1479):17-25.
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1997. Laboratory determination of coastal sediment mechanical properties. Marine Georesources and Geotechnology. 15(3):231-252.
