Publications Library
An automated electropneumatic control system for direct simple shear testing. Geotechnical Testing Journal. 14(4):339-348.
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1991. 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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1992. 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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1993. Estimating autocovariance of in‐situ soil properties. Journal of Geotechnical Engineering. 119(1):147-166.
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1993. The multidirectional direct simple shear apparatus. Geotechnical Testing Journal. 16(6):283-295.
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1993. Closure to “Estimating autocovariance of in situ soil properties”. Journal of Geotechnical Engineering. 120(8):1455-1457.
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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. Effect of nonuniform stresses on measured DSS stress‐strain behavior. Journal of Geotechnical Engineering. 120(5):892-912.
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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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1994. Model prediction of anisotropic behavior of Boston blue clay. Journal of Geotechnical Engineering. 120(1):199-224.
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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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1994. Aerobic acetate degradation near the capillary fringe of roadside soil: Field simulations from soil microcosms. Journal of Environmental Quality. 24:334-342.
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1995. Closure to “Effect of Nonuniform Stresses on Measured DSS Stress‐Strain Behavior”. Journal of Geotechnical Engineering. 121(10):743-745.
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1995. Laboratory methods for determining engineering properties of overconsolidated clays. Transportation Research Record. (1479):17-25.
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1995. Techniques for sealing cone penetrometer holes. Canadian Geotechnical Journal. 32(5):880-891.
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1995. 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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1996. Undrained multidirectional direct simple shear behavior of cohesive soil. Journal of Geotechnical Engineering. 122(2):91-98.
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1996. Aerobic degradation potential assessment from oxygen and carbon dioxide soil gas concentrations in roadside soil. Journal of Environmental Quality. 26(2):445-453.
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1997. Laboratory determination of coastal sediment mechanical properties. Marine Georesources and Geotechnology. 15(3):231-252.
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1997. Use of recycled materials in highway construction. Journal of Civil Engineering Practice. 13(1):5-16.
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1998. 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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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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1999. Structural numbers for reclaimed asphalt pavement base and subbase course mixes. Transportation Research Record: Transportation Research Board. 1687
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1999. 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. Discussion: Determination of liquid limit from equilibrium sediment volume. Géotechnique. 54(9):611-613.
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2004. Hydraulic head in a clayey sand till over multiple timescales. Canadian Geotechnical Journal. 41(1):89-105.
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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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2004. Characterization by sampling and in-situ testing-Connecticut Valley varved clay. Studia Geotechnica et Mechanica. 27(3/4):107-120.
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2005. A closed form slug test theory for high permeability aquifers. Groundwater. 43(1):87-101.
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2005. Sample disturbance—soft clays. Studia Geotechnica et Mechanica. XXVII(3-4):107-120.
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2005.