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2024
2023-02
Development of In Situ Cyclic Borehole Shear Soil Test Device

NCHRP-IDEA Program Project Final Report, Issue 221, 57p

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2017
Impact of Ground Freezing on Seismic Performance of Bridge Pile Foundations Subject to Liquefaction-Induced Lateral Spread

Transportation Research Record: Journal of the Transportation Research Board, Issue 2656, pp 71-80

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2016-01
2016
2016
Simplified Structural Approach for Mitigating Seismic-Induced Lateral Spreading

Transportation Research Board 95th Annual Meeting, 14p

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2016
Influence of Modeling Decisions on Three-Dimensional Finite Element Analysis of Two Existing Highway Bridges Subjected to Lateral Spreading

Transportation Research Record: Journal of the Transportation Research Board, Issue 2592, pp 143–150

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2015
Earthquakes and Pavement Resilience

Transportation Research Board 94th Annual Meeting, 15p

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2015
2014
Simplified Uniform Hazard Liquefaction Analysis for Bridges

Transportation Research Record: Journal of the Transportation Research Board, Issue 2407, pp 47-55

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2014
Cost Assessment of Highway Bridge Network Subjected to Extreme Seismic Events

Transportation Research Record: Journal of the Transportation Research Board, Issue 2459, pp 29–36

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2011
2006
Seismic Vulnerability of Highway Bridge Embankments

Transportation Research Record: Journal of the Transportation Research Board, Issue 1976, pp 127-137

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2006
Numerical Simulation of Dynamic Behavior of Geofoam Embankment

Transportation Research Record: Journal of the Transportation Research Board, Issue 1975, pp 89-95

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2005
Evaluation of Liquefaction Potential Using Neural Networks Based on Adaptive Resonance Theory

Transportation Research Record: Journal of the Transportation Research Board, Issue 1936, pp 192-200

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2005
Pore Pressure Measurement in Blast-Induced Liquefaction Experiments

Transportation Research Record: Journal of the Transportation Research Board, Issue 1936, pp 210-220

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2004-02
2002
UNCERTAINTY ANALYSIS FOR A SEISMIC WARNING SYSTEM

Transportation Research Record, Issue 1808, p. 112-121

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