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Ahmed Ebeido

Observed name: A. Ebeido
ORCID: 0000-0003-4120-2445
Observed ORCID: 0000-0003-4120-2445
OpenAlex ID: A5047865424
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments
2019 · Ahmed Ebeido, Ahmed Elgamal, et al. · Journal of Geotechnical and Geoenvironmental Engineering · 106
Aspects of bridge‐ground seismic response and liquefaction‐induced deformations
2020 · Zhijian Qiu, Ahmed Ebeido, et al. · Earthquake Engineering & Structural Dynamics · 39
Shake Table Testing: A High-Resolution Vertical Accelerometer Array for Tracking Shear Wave Velocity
2020 · Muhammad Zayed, Ahmed Ebeido, et al. · Geotechnical Testing Journal · 16
Seismic resilience assessment of sheet-pile wharves in liquefiable soils using different liquefaction countermeasures
2024 · Zhijian Qiu, Athul Prabhakaran, et al. · Computers and Geotechnics · 12
Lateral-Spreading Effects on Pile Foundations: Large-scale Testing and Analysis
2019 · Ahmed Ebeido · eScholarship (California Digital Library) · 11
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations
2022 · Zhijian Qiu, Jinchi Lu, et al. · Journal of Geotechnical and Geoenvironmental Engineering · 10
Polymer Injection and Liquefaction-Induced Foundation Settlement: A Shake Table Test Investigation
2020 · Athul Prabhakaran, Kyungtae Kim, et al. · ASCE Geo-Congress · 9
Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation
2023 · Athul Prabhakaran, Kyungtae Kim, et al. · Journal of Geotechnical and Geoenvironmental Engineering · 8
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Pile response during liquefaction-induced lateral spreading: 1-g shake table tests with different ground inclination
2018 · A. Ebeido, A. Elgamal, et al. · CRC Press eBooks · 8
Asymmetric input motion for accumulation of lateral ground deformation in laminar container shake table testing
2020 · Muhammad Zayed, Ahmed Ebeido, et al. · Canadian Geotechnical Journal · 7
Large Scale Liquefaction-Induced Lateral Spreading Shake Table Testing at the University of California San Diego
2019 · Ahmed Ebeido, Ahmed Elgamal, et al. · ASCE Geo-Congress · 7
Large Scale Geotechnical Shake Table Testing at the University of California San Diego
2018 · Ahmed Ebeido, Muhammad Zayed, et al. · Sustainable civil infrastructures · 5
Data-driven probabilistic seismic demand prediction and sustainability optimization of stone columns for liquefaction mitigation in regional mildly sloping ground
2025 · Zhijian Qiu, Junrui Zhu, et al. · Computers and Geotechnics · 4
Carbon Footprint and Seismic Fragility Assessment of a Bridge–Foundation–Ground System Using Stone Columns as Liquefaction Countermeasures
2025 · Zhijian Qiu, Ahmed Ebeido, et al. · Journal of Geotechnical and Geoenvironmental Engineering · 4
Seismic performance and vulnerability assessment of rockfill dams on liquefiable ground with gravel berms for liquefaction mitigation
2025 · Zhijian Qiu, Yan-Guo Zhou, et al. · Soil Dynamics and Earthquake Engineering · 3
An explainable resilience-informed framework for surrogate modeling and multi-objective optimization of embankments under seismic loading
2026 · Zhijian Qiu, Qiwei Jin, et al. · Computers and Geotechnics · 1
Combined Effects of Liquefaction-Induced Lateral Spreading and Superstructure Inertial Loads on Pile Foundations
2022 · Jared A. Martinez, Arash Khosravifar, et al. · DFI Journal The Journal of the Deep Foundations Institute · 1
Sustainability-Driven Seismic Resilience Assessment and Multiobjective Optimization of DSM-Retrofitted RC Bridges on Liquefiable Ground
2026 · Zhijian Qiu, Muhammad Zayed, et al. · Journal of Geotechnical and Geoenvironmental Engineering
Stochastic assessment of vertical soil heterogeneity on seismic performance and vulnerability in mildly liquefiable sloping ground with stone columns
2025 · Zhijian Qiu, Junrui Zhu, et al. · Soil Dynamics and Earthquake Engineering
Reinforced Concrete Pile Response during Liquefaction-Induced Lateral Spreading: Experimental Insights
2024 · Ahmed Ebeido, Athul Prabhakaran, et al. · ASCE Geo-Congress
Works count: 20
Citation count: 251
H-index: 8
I10-index: 6
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