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  • Natural hazards induced by extreme weather events and earthquakes 

Books: 

  1.  Embankments, D., & Slopes Committee. (2021). Edenville and sanford dam failures: Field reconnaissance report. Reston, VA: American Society of Civil Engineers.

Journal papers: 

  1.  Gong, W., Zekkos, D., & Clark, M. (2023). The influence of seismic displacement models on spatial prediction of regional earthquake-induced landslides. Engineering Geology, 325, 107288.

  2.  Gong, W., Zekkos, D., & Clark, M. (2023). A pseudo-3D methodology for regional-scale back-analysis of earthquake-induced landslides. Engineering Geology, 325, 107277. 

  3.  Gong, W., Li, J., & Li, L. (2018). Limit analysis on seismic stability of anisotropic and nonhomogeneous slopes with anti-slide piles. Science China Technological Sciences, 61, 140-146. 

Conference papers: 

  1. Kassem, M., Gong, W., Zekkos, D., Clark, M., & Hughes, S. (2024). Pseudo-three-dimensional back-analysis of rainfall-induced landslides in Utuado, Puerto Rico. In Geo-Congress 2024 (pp. 579-589).  

  2.  Gong, W., Zekkos, D., & Clark, M. (2022, August). Influence of seismic displacement models on landslide prediction at the Egkremnoi coastline during the 2015 Lefkada earthquake. In Conference on Performance-based Design in Earthquake. Geotechnical Engineering (pp. 739-746).  

  3.  Gong, W., Zekkos, D., Clark, M., Manousakis, J., & Kirshbaum, D. (2021). Regional 3D stability analyses of the Egkremnoi coastline and comparison with landslides caused by the 2015 Lefkada Earthquake. In IFCEE 2021 (pp. 130-138). 

  4.  Gong, W., Zekkos, D., Clark, M., & Kirschbaum, D. (2021). Newmark-type pseudo-three-dimensional back-analysis of co-seismic landslides in Egkremnoi, Lefkada, Greece. In Geo-Extreme 2021 (pp. 405-414).  

Magazine articles: 

  1.  Zekkos, D., Clark, M., Gong, W., Manousakis, J., & Greenwood, W. (2019). Landslides Driven by Extreme Events: Can We Learn More from More of Them?. GeoStrata Magazine Archive, 23(3), 44-51.

Abstracts:

  1.  Kassem, M., Zekkos, D., Gong, W., Clark, M. K., & Hughes, K. S. (2023). Regional pseudo-3D prediction of rainfall-induced landslides in Utuado, Puerto Rico. AGU 2023. 

  2.  Keating, S., Clark, M. K., Zekkos, D., Blunts, P., & Gong, W. (2023). Enhancing regional landslide susceptibility models through basin history-based framework for rock strength estimation. AGU 2023. 

  3.  Karantanellis, S., Clark, M. K., Zekkos, D., Hughes, K. S., Gong, W., Kaseem, M., & Blunts, P. (2022). Preliminary Regional Engineering Geological assessment and Rock Mass Strength parameterization for Landslide Hazard: A case study in southwestern Puerto Rico. AGU 2022.  

  4.  Gong, W., Zekkos, D., & Clark, M. (2021). Pseudo-3D Back-Analysis and Predictive Modeling of Landslides Caused by the 2015 Lefkada Earthquake. AGU 2021.

Codes: 

  1.  Gong, W., Zekkos, D., & Clark, M. K. (2023). RESTAB-prediction (REgional Seismic STABility-prediction). DOI: https://doi.org/10.17603/ds2-63y9-4052. 

  2.  Gong, W., Zekkos, D., & Clark, M. K. (2023). RESTAB-inversion (REgional Seismic STABility-Inversion). DOI:  https://doi.org/10.17603/ds2-ag21-vz41. 

  • Applications of remote sensing (Drone) and AI (Physics-based machine learning) in Geotechnical Engineering  

Journal papers: 

  1.  Gong, W., Zuo, L., Li, L., & Wang, H. (2024). Prediction of stratified ground consolidation via a physics‐informed neural network utilizing short‐term excess pore water pressure monitoring data. Computer‐Aided Civil and Infrastructure Engineering, 1-19. 

  • Geo-infrastructure system resilience  

Journal papers: 

  1.  Ren, P., Li, L., Chen, Z. L., Gong, W., & Li, J. (2024). Dynamic responses of a rough road comprising dry and saturated layers subjected to moving-vibratory elliptical traffic load: Insights from a GMM-based semi-analytical solution. Computers and Geotechnics, 172, 106403. 

  2.  Ren, P., Chen, Z. L., Li, L., Gong, W., & Li, J. (2024). Dynamic shakedown behaviors of flexible pavement overlying saturated ground under moving traffic load considering effect of pavement roughness. Computers and Geotechnics, 168, 106134. 

  3.  Gong, W., Li, L., Zhang, S., & Li, J. (2020). Long-term setup of a displacement pile in clay: an analytical framework. Ocean Engineering, 218, 108143.  

  4.  Li, L., Gong, W., & Li, J. (2020). Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete stratification and temperature. Construction and Building Materials, 253, 119233. 

  5.  Li, L., Gong, W., & Li, J. (2020). Effects of clay creep on long-term load-carrying behaviors of bored piles: Aiming at reusing existing bored piles. International Journal of Geomechanics, 20(8), 04020132. 

  6.  Li, L., Gong, W., & Li, J. (2020). Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure. Construction and Building Materials, 243, 118162.

  • Geoenergy storage and extraction 

  • Geomechnics and foundation engineering 

Journal papers: 

  1.  Wang, Y., Li, L., & Gong, W. (2022). An analytical solution for settlement of jacked piles considering pile installation effects. European Journal of Environmental and Civil Engineering, 26(1), 200-215. 

  2.  Gong, W., Yang, C., Li, J., & Xu, L. (2021). Undrained cylindrical cavity expansion in modified cam-clay soil: a semi-analytical solution considering biaxial in-situ stresses. Computers and Geotechnics, 130, 103888. 

  3.  Li, L., Li, J., Wang, Y., & Gong, W. (2020). Analysis of nonlinear load-displacement behaviour of pile groups in clay considering installation effects. Soils and Foundations, 60(4), 752-766. 

  4.  Li, L., Li, J., Sun, D. A., & Gong, W. (2020). A feasible approach to predicting time-dependent bearing performance of jacked piles from CPTu measurements. Acta Geotechnica, 15, 1935-1952. 

  5.  Yang, C., Gong, W., Li, J., & Gu, X. (2020). Drained cylindrical cavity expansion in modified Cam-clay soil under biaxial in-situ stresses. Computers and Geotechnics, 121, 103494. 

  6.  Li, L., & Gong, W. (2019). Prediction of nonlinear vertical settlement of a pile group consisting of new and existing displacement piles in clay strata. Soils and Foundations, 59(5), 1336-1348. 

  7.  Li, J., Gong, W., Li, L., & Liu, F. (2017). Drained elastoplastic solution for cylindrical cavity expansion in K0-consolidated anisotropic soil. Journal of Engineering Mechanics, 143(11), 04017133. 

  8.  Li, L., Li, J., Sun, D. A., & Gong, W. (2017). Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method. International Journal of Geomechanics, 17(7), 04016156. 

  9.  Li, L., Li, J., Sun, D. A., & Gong, W. (2017). Semi-analytical approach for time-dependent load–settlement response of a jacked pile in clay strata. Canadian Geotechnical Journal, 54(12), 1682-1692. 

  10.  Gong, W., Li, J., Li, L., & Zhang, S. (2017). Evolution of mechanical properties of soils subsequent to a pile jacked in natural saturated clays. Ocean Engineering, 136, 209-217. 

  11.  Li, L., Li, J., Sun, D. A., & Gong, W. (2017). Unified solution to drained expansion of a spherical cavity in clay and sand. International Journal of Geomechanics, 17(8), 04017028.

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