A Performance-Based Model for the Computation of Kinematic Pile Response Due to Lateral Spread and its Application on Select Bridges Damaged During the M7.6 Earthquake in the Limon Province, Costa Rica

Keywords

Kinematics, Pile, Geology, Computation, Structural engineering

References

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Cited by

• Comparison of Performance-Based Liquefaction Initiation Analyses Between Multiple Probabilistic Liquefaction Models Using the Standard Penetration TestAlexander Wright — 2013
• A Simplified Performance-Based Procedure for the Prediction of Lateral Spread DisplacementsL. T. Ekstrom — 2015
• Procedure for the Empirical Evaluation of Lateral Spread Displacement Hazard CurvesKevin W. Franke, Steven L. Kramer — 2014
• Comparative Study between Two Performance-Based Liquefaction Triggering Models for the Standard Penetration TestKevin W. Franke, Alexander Wright, Levi T. Ekstrom — 2014
• Numerical Assessment of Three-Dimensional Foundation Pinning Effects during Lateral Spreading at the Mataquito River BridgeChristopher R. McGann, Pedro Arduino — 2014
• PB LiquefY: A New Analysis Tool for the Performance-Based Evaluation of Liquefaction TriggeringKevin W. Franke, Alexander Wright, Cody Hatch — 2014
• Simplified Procedure for the Performance-Based Prediction of Lateral Spread DisplacementsLevi T. Ekstrom, Kevin W. Franke — 2016
• Numerical Evaluation of Forces on Piled Bridge Foundations in Laterally Spreading SoilChristopher R. McGann — 2013
• Design procedure for Bridge Foundations Subject to Liquefaction-Induced Lateral SpreadingP. Arduino, C. McGann, Alborz Ghofrani — 2017
• Development of a Simplified Analysis Approach for Predicting Pile Deflections of Piers Subjected to Lateral Spread Displacements and Application to a Pier Damaged During the 2010 Maule, Chile, M8.8 EarthquakeLogan Palmer — 2018
• Practical Considerations Regarding the Probability of Liquefaction in Engineering DesignKevin W. Franke, Scott M. Olson — 2021

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