Publications Library
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.
.
1999. Contamination of groundwater by outdoor highway deicing agent storage. Journal of Hydrology. 326(1-4):109-121.
.
2006. Damped slug tests in heterogeneous till above the Andover granite. Water Resources Research.
.
Submitted. Design of a miniature piezoprobe for high resolution stratigraphic profiling. Geotechnical Testing Journal. 30(4):1-11.
.
2007. Development of a portable probe for field and laboratory measurement of low to medium values of soil suction. Geotechnical Testing Journal. 33(3):253‐260.
.
2010. Discussion: Determination of liquid limit from equilibrium sediment volume. Géotechnique. 54(9):611-613.
.
2004. 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.
.
1993. Effect of nonuniform stresses on measured DSS stress‐strain behavior. Journal of Geotechnical Engineering. 120(5):892-912.
.
1994. Estimating autocovariance of in‐situ soil properties. Journal of Geotechnical Engineering. 119(1):147-166.
.
1993. Evaluation of remolded shear strength and sensitivity of soft clay using full flow penetrometers. Journal of Geotechnical and Geoenvironmental Engineering. 135(9):1179-1189.
.
2009. Evaluation of undrained shear strength using full flow penetrometers. Journal of Geotechnical and Geoenvironmental Engineering. 137(1):14-26.
.
2011. Foundation damping and the dynamics of offshore wind turbine monopiles. Renewable Energy. 80:724–736.
.
2015. Geotechnical characterisation and engineering properties of Burswood clay. Géotechnique. 61(7):575-591.
.
2011. Hydraulic conductivity of borehole sealants. Hydraulic Conductivity and Waste Contaminant Transport in Soil. 1142:439-460.
.
1994. Hydraulic head in a clayey sand till over multiple timescales. Canadian Geotechnical Journal. 41(1):89-105.
.
2004. In situ measurement of hydraulic conductivity of saturated soils. Geotechnical Engineering Journal of the SEAGS & AGSSEA. 43(4):63-71.
.
2012. Laboratory determination of coastal sediment mechanical properties. Marine Georesources and Geotechnology. 15(3):231-252.
.
1997. Laboratory methods for determining engineering properties of overconsolidated clays. Transportation Research Record. (1479):17-25.
.
1995. Laboratory testing of undisturbed soft clay samples to determine engineering design parameters. Studia Geotechnica et Mechanica. 29(1-2):23-37.
.
2007. A linear theory of slug tests with annular effects. Journal of Hydrology. 368(1-4):205–213.
.
2009. Measurement of hydraulic conductivity in clay using push-in piezometers. Current Practices in Ground Water and Vadose Zone Investigations. 1118:362-374.
.
1992. Method to characterize aquitards above leaky aquifers with water supply wells. Hydrogeology Journal. 18(3):595‐605.
.
2010. 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.
.
1996. Model prediction of anisotropic behavior of Boston blue clay. Journal of Geotechnical Engineering. 120(1):199-224.
.
1994. The multidirectional direct simple shear apparatus. Geotechnical Testing Journal. 16(6):283-295.
.
1993. Multi-scale hydrogeologic characterization of a leaky till-mantled fractured bedrock aquifer system. Canadian Geotechnical Journal. 52(12):1945-1955.
.
2015. Natural frequency degradation and permanent accumulated rotation for offshore wind turbine monopiles in clay. Renewable Energy. 97:319-330.
.
2016. Nondestructive sample quality assessment of a soft clay using shear wave velocity. Journal of Geotechnical and Geoenvironmental Engineering. 133(4):424-432.
.
2007. Partially penetrating slug tests in an unweathered till layer. Hydrology Research: An International Journal. 47(4)
.
2016. Pneumatic permeameter for transient tests on coarse gravel. Journal of Hydrologic Engineering. 19(2):319-327.
.
2014.