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2007
Permanent Deformation and Critical Stress of Cohesive Soil Under Repeated Loading

Transportation Research Record: Journal of the Transportation Research Board, Issue 2016, pp 23-30

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2007
Evaluating Deformation Modulus of Cohesive Soils from Piezocone Penetration Test for Consolidation Settlement

Transportation Research Record: Journal of the Transportation Research Board, Issue 2004, pp 49-59

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2006
Limiting Slurry Pressures to Control Hydraulic Fracturing in Directional Drilling Operations in Purely Cohesive Soil

Transportation Research Record: Journal of the Transportation Research Board, Issue 1976, pp 172-180

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2006
Assessing the Quality of Soils Modified with Lime Kiln Dust: Measuring Electrical Conductivity with Time Domain Reflectometry

Transportation Research Record: Journal of the Transportation Research Board, Issue 1952, pp 101-109

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2006
Comparison of Field and Laboratory Pullout Tests on Geosynthetics in Marginal Soils

Transportation Research Record: Journal of the Transportation Research Board, Issue 1975, pp 124-136

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2005
Real-Time Compaction Monitoring in Cohesive Soils from Machine Response

Transportation Research Record: Journal of the Transportation Research Board, Issue 1936, pp 173-180

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2005
Variation of Resilient Modulus with Soil Suction for Compacted Subgrade Soils

Transportation Research Record: Journal of the Transportation Research Board, Issue 1913, pp 99-106

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2005
Reliability of Piezocone Penetration Test Methods for Estimating the Coefficient of Consolidation of Cohesive Soils

Transportation Research Record: Journal of the Transportation Research Board, Issue 1913, pp 62-76

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2004
RESILIENT MODULUS MODELS FOR COMPACTED COHESIVE SOILS

Transportation Research Record, Issue 1874, p. 115-124

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2004
2004
2003
2002
2001
2000-03
1999
EFFECTS OF COHESIVE MATERIAL PROPERTIES ON LOCAL SCOUR AROUND PIERS

Transportation Research Record, Issue 1690, p. 164-174

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1999
1998
1998
1996
ANALYSIS OF ANCHOR MOORING LINES IN COHESIVE SEAFLOOR

Transportation Research Record, Issue 1526, p. 47-56

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