Publications Library
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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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1993. Discussion on “Characteristics of a Bentonite Slurry as a Sealant” by Tuncer B. Edil and Ahmed S. H. Muhanna. Geotechnical Testing Journal. 16(1):135-137.
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1994. A comparison between field and laboratory measurements of hydraulic conductivity in a varved clay. Hydraulic Conductivity and Waste Contaminant Transport in Soil. :300-317.
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1994. Hydraulic conductivity of borehole sealants. Hydraulic Conductivity and Waste Contaminant Transport in Soil. 1142:439-460.
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1995. Soil gas sampling and analysis in petroleum contaminated transportation department right of way. Transportation Research Record. (1475):110-120.
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1995. Techniques for sealing cone penetrometer holes. Canadian Geotechnical Journal. 32(5):880-891.
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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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1999. Comparison of CPTU and laboratory soil parameters for bridge foundation design on fine grained soils: A case study in Massachusetts. Transportation Research Record: Transportation Research Board. 1675:24-31.
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2000. Field Techniques for Sampling and Measurement of Soil Gas Constituents at Contaminated Sites. Remediation Engineering of Contaminated Soils. :657-692.
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2000. Soil gas transport above a jet fuel/solvent spill at Plattsburgh Air Force Base. Water Resources Research. 36(9):2531–2547.
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2003. A simple model of soil-gas concentrations sparged into an unlined unsaturated zone. Ground Water Monitoring and Remediation. 23(2):73-83.
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2004. Steady, annual, and monthly recharge implied by deep unconfined aquifer flow. Journal of Hydrology. 290(3-4):259-274.
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2005. Characterization by sampling and in-situ testing-Connecticut Valley varved clay. Studia Geotechnica et Mechanica. 27(3/4):107-120.
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2006. Bearing capacity of square and circular footings on a finite layer of granular soil underlain by a rigid base. Journal of Geotechnical and Geoenvironmental Engineering. 132(11):1496-1501.
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2006. Rapid estimation of compaction parameters for field control. Geotechnical Testing Journal, ASTM. 29(6):1-10.
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2006. Specimen size and scale effects of direct shear box tests of sands. Geotechnical Testing Journal. 29(6):1-10.
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2007. Scale effects of shallow foundation bearing capacity on granular material. Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 133(10):1192-1202.
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2010. Modelling the scale effect of granular media for strength and bearing capacity. International Journal of Pavement Engineering. 11(5):343-353.
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2011. Historical use of underexcavation for stabilizing leaning structures. Proceedings of the International Journal of Geotechnical Engineering. 5(3):329-342.
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2011. Variability of the mechanical properties of wrought iron from historic American truss bridges. Journal of Materials in Civil Engineering, ASCE. 23(5):638-647.
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2013. Assessing adhesion of driven pipe piles in clay using adaptation of stress history and normalized soil engineering parameter concept. Journal of Geotechnical and Geoenvironmental Engineering. 139(7):1062-1074.
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2013. Assessing overconsolidation ratios in soil with piezocone: Referencing soil index properties. Journal of Geotechnical & Geoenvironmental Engineering, ASCE. 139(7):1075-1085.
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2013. Historical development of iron screw-pile foundations: 1836 – 1900. International Journal for the History of Engineering and Technology. 81(1):108-128.
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2014. Industry survey of state of practice for helical piles and tiebacks. Journal of the Deep Foundations Institute. 9(1):21-41.
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2015. Screw piles and helical anchors: 180 years of use in geotechnical engineering. Geo-Strata - Geo Institute of ASCE. 19(1):40-44.
