Natural hazards induced by extreme weather events and earthquakes
Books:
Embankments, D., & Slopes Committee. (2021). Edenville and sanford dam failures: Field reconnaissance report. Reston, VA: American Society of Civil Engineers.
Journal papers:
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.
Gong, W., Zekkos, D., & Clark, M. (2023). A pseudo-3D methodology for regional-scale back-analysis of earthquake-induced landslides. Engineering Geology, 325, 107277.
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:
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).
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).
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).
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:
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:
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.
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.
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.
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:
Gong, W., Zekkos, D., & Clark, M. K. (2023). RESTAB-prediction (REgional Seismic STABility-prediction). DOI: https://doi.org/10.17603/ds2-63y9-4052.
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:
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:
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.
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.
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.
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.
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.
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:
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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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