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2014
Performance Comparison of Two 24” HDPE Culverts

Transportation Research Board 93rd Annual Meeting, 15p

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2011
Effect of Flowable Fill on Pipe Corrosion

Transportation Research Board 90th Annual Meeting, 14p

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2009
2008
Field Performance and Analysis of 3-m-Diameter Induced Trench Culvert Under a 19.4-m Soil Cover

Transportation Research Record: Journal of the Transportation Research Board, Issue 2045, pp 68-76

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2007
Rockfill Embankment Settlement: Sugarloaf Mountain Bridge Abutment and Hoover Dam Bypass (US-93)

Transportation Research Record: Journal of the Transportation Research Board, Issue 2016, pp 3-12

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2007
2007
Reduction of Backfill Earth Pressure in Reinforced Soil Walls Using Geofoam

Transportation Research Board 86th Annual Meeting, 17p

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2007
Effect of Backfill Erosion on Moments in Buried Rigid Pipes

Transportation Research Board 86th Annual Meeting, 29p

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2006
Assessment of Flowable Fill Strength in Pavement Construction

Transportation Research Record: Journal of the Transportation Research Board, Issue 1979, pp 84-92

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2003
GEOSYNTHETIC-REINFORCED SOIL WALLS

Transportation Research Record, Issue 1849, p. 53-58

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2000
2000
STABILIZATION OF A VERTICAL TIRE CHIP EMBANKMENT WITH GEOGRIDS

Transportation Research Record, Issue 1721, p. 39-44

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1999
STANDARD INSTALLATION DIRECT DESIGN TRENCH INSTALLATIONS

Transportation Research Record, Issue 1656, p. 58-63

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1996-05
1995
CURRENT WATER QUALITY BEST MANAGEMENT PRACTICES DESIGN GUIDANCE

Transportation Research Record, Issue 1483, p. 80-88

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1993
PIPELINE RESPONSE TO UNDERMINING AT EXCAVATION CROSSINGS

Transportation Research Record, Issue 1415, p. 12-21

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1987
PERFORMANCE OF THIN-WALL CONCRETE PIPE

Transportation Research Record, Issue 1129, pp 21-30

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1987
NEW BEDDING FACTORS FOR VITRIFIED CLAY SEWER PIPES

Transportation Research Record, Issue 1129, pp 31-38

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1985-11
FORT MCHENRY TUNNEL OPENS IN BALTIMORE

TR News, Issue 121, p. 3-10

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1982
CATHODIC PROTECTION OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENT

Transportation Research Record, Issue 860, pp 36-40

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