邱志坚，副教授

厦门大学建筑与土木工程学院土木工程系

Email：ZhijianQiu@xmu.edu.cn

办公室：曾呈奎楼A515

个人简介

邱志坚，厦门大学副教授，博士毕业于加州大学圣地亚哥分校，师从Ahmed Elgamal教授。长期致力于岩土工程防灾减灾、饱和砂土本构理论以及桥梁抗震韧性评估等领域的研究。发表高水平SCI学术论文共30余篇，以第一作者在《Journal of Geotechnical and Geoenvironmental Engineering》发表5篇、《Earthquake Engineering & Structural Dynamics》发表2篇。入选福建省高层次人才（C类），厦门市高层次人才（C类），厦门市高层次留学人员。主持和参与了国家自然科学基金、福建省自然科学基金、软弱土与环境土工教育部重点实验室（浙江大学）开放基金、城市与工程安全减灾教育部重点实验室（北京工业大学）开放基金、美国国家自然科学基金（NSF）、加州交通部（Caltrans）和加州大学伯克利太平洋地震科学研究中心（PEER）

讲授课程

《近海岩土工程》、《智能岩土工程》、《建筑结构》、《工程测量》

工作经历

2025年8月-至今，厦门大学建筑与土木工程学院，副教授

2021年8月-2024年7月，厦门大学建筑与土木工程学院，助理教授

2021年1月-2021年7月，加州大学圣地亚哥分校，博士后

荣誉奖励

2015-2017，Dr. Huang Memorial Scholarship Fund, University of California San Diego USA

2015，福建省优秀硕士论文

科研项目

1. 考虑砂土液化大变形的桩基桥梁抗震性能与地震风险分析（国家自然科学基金青年项目，52208371；2023-01至2025-12）；主持

2. 液化侧扩流场地桩基桥梁破坏机理与数值仿真分析（福建省自然科学基金青年项目，2022J05002；2022-08至2025-08）；主持

3. 高土石坝深厚可液化坝基碎石桩加固抗震性能评价（软弱土与环境土工教育部重点实验室，浙江大学，2022P05；2022-08至2025-08）；主持

4. 液化场地桩基桥梁地震韧性评估方法研究（北京工业大学重点实验室校外开放课题，北京工业大学，2024B10；2024-04至2027-03）；主持

5. 液化大变形场地桩基桥梁抗震韧性与可持续性研究（地震灾害防治应急管理部重点实验室，中国地震局地震工程与工程振动重点实验室，2024D33；2024-12 至 2026-12）；主持

6. 板桩码头地基地震液化研究与震灾风险分析（中央高校基本科研业务费，2024-01至2025-12）；主持

7. 板桩码头地基地震液化研究与震灾风险分析（中央高校基本科研业务费，2024-01至2025-12）；主持

8. “双碳”目标下花岗岩残积土地区桥梁抗震性能与地震损失评价（中央高校基本科研业务费，2024-01至2025-12）；主持

9. 砂土液化分析（Soil Liquefaction），美国加州交通部(Caltrans, No. 65A0548，项目主持人：Ahmed Elgamal教授；2015至2018）；参与

10. Seismic Risk Assessment of Wind Turbine Towers in Zafarana Wind Farm Egypt（美国国家自然科学基金，U.S. NSF award OISE-1445712，项目主持人：Ahmed Elgamal教授；2015至2019）；参与

11. Meshfree large-strain framework for seismic response of ground-structural systems（美国加州大学伯克利太平洋地震科学研究中心，PEER TSRP，项目主持人：Ahmed Elgamal教授；2020-2022）；参与

期刊论文

[1] Qiu, Z. (邱志坚), Jin, Q., Wu, Q., Zayed, M., Ebeido, A. and Zheng, Y. (2026). “An explainable resilience-informed framework for surrogate modeling and multi-objective optimization of embankments under seismic loading.” Computers and Geotechnics, 192, 107893.

[2] Qiu, Z. (邱志坚), Zhu, J., Zayed, M., Ebeido, A. and Zheng, Y. (2026). “Stochastic assessment of vertical soil heterogeneity on seismic performance and vulnerability in mildly liquefiable sloping ground with stone columns.” Soil Dynamics and Earthquake Engineering, 202, 110053.

[3] Qiu, Z. (邱志坚), Zhou, Y.G., Prabhakaran, A. and Ebeido, A. (2025). “Seismic performance and vulnerability assessment of rockfill dams on liquefiable ground with gravel berms for liquefaction mitigation.” Soil Dynamics and Earthquake Engineering, 199, 109690.

[4] Qiu, Z. (邱志坚), Li, X., Zhong, Z. and Zheng, Y. (2025). “Machine learning-based framework for rapid assessment of seismic resilience and sustainability metrics for regional RC bridges.” Engineering Structures, 343, 121046.

[5] Qiu, Z. (邱志坚), Zhu, J., Ebeido, A., Prabhakaran, A. and Zheng, Y. (2025). “Data-driven probabilistic seismic demand prediction and sustainability optimization of stone columns for liquefaction mitigation in regional mildly sloping ground.” Computers and Geotechnics, 181, 107125.

[6] Qiu, Z. (邱志坚), Ebeido, A., Prabhakaran, A., Elgamal, A. and Zheng, Y. (2025). “Carbon Footprint and Seismic Fragility Assessment of a Bridge–Foundation–Ground System Using Stone Columns as Liquefaction Countermeasures.” Journal of Geotechnical and Geoenvironmental Engineering, 151(3), 04025005.

[7] Qiu, Z. (邱志坚), Prabhakaran, A., Ebeido, A. and Zheng, Y. (2024). “Seismic resilience assessment of sheet-pile wharves in liquefiable soils using different liquefaction countermeasures.” Computers and Geotechnics, 176, 106750.

[8] Qiu, Z. (邱志坚), Prabhakaran, A., Lu, J., Elgamal, A. and Zheng, Y. (2024). “Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading.” Journal of Geotechnical and Geoenvironmental Engineering, 150(4), 04024016.

[9] Qiu, Z. (邱志坚) and Elgamal, A. (2024). “Seismic performance of a sheet-pile retaining structure in liquefiable soils: Numerical simulations of LEAP-2022 centrifuge tests.” Soil Dynamics and Earthquake Engineering, 176, 108330.

[10] Qiu, Z. (邱志坚), Prabhakaran, A., Su, L. and Zheng, Y. (2024). “Multihazard resilience and sustainability evaluation of coastal RC bridges under sequential earthquake-tsunami events.” Ocean Engineering, 299, 117208.

[11] Qiu, Z. (邱志坚), Prabhakaran, A., Zhou, Y.G. and Elgamal, A. (2023). “A practical three‐dimensional plasticity model for cyclic degradation of soil in earthquake loading applications.” Earthquake Engineering & Structural Dynamics, 52(12), 3835-3852.

[12] Qiu, Z. (邱志坚), Prabhakaran, A., Su, L. and Zheng, Y. (2023). “Performance-based seismic resilience and sustainability assessment of coastal RC bridges in aggressive marine environments.” Ocean Engineering, 279, 114547.

[13] Qiu, Z. (邱志坚), Prabhakaran, A. and Elgamal, A. (2023). “A three-dimensional multi-surface plasticity soil model for seismically-induced liquefaction and earthquake loading applications.” Acta Geotechnica, 1-24.

[14] Qiu, Z. (邱志坚), Yu, Z., Su, L., Prabhakaran, A., Elgamal, A. and Wang, X. (2023). “Longitudinal seismic fragility assessment of an integral bridge-ground system in liquefaction-induced lateral spreads.” Soil Dynamics and Earthquake Engineering, 168, 107838.

[15] Qiu, Z. (邱志坚), Lu, J., Ebeido, A., Elgamal, A., Uang, C.M., Alameddine, F. and Martin, G. (2022). “Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations.” Journal of Geotechnical and Geoenvironmental Engineering, 148(8), 04022064.

[16] Qiu, Z. (邱志坚), Ebeido, A., Almutairi, A., Lu, J., Elgamal, A., Shing, P.B. and Martin, G. (2020) “Aspects of bridge-ground seismic response and liquefaction-induced deformations.” Earthquake Engineering & Structural Dynamics, 49(4), 375-393.

[17] Qiu, Z. (邱志坚) and Elgamal, A. (2020). “Three-dimensional modeling of strain softening soil response for seismic loading applications.” Journal of Geotechnical and Geoenvironmental Engineering, 146(7), 04020053.

[18] Qiu, Z. (邱志坚) and Elgamal, A. (2020) “Numerical simulations of LEAP centrifuge tests for seismic response of liquefiable sloping ground.” Soil Dynamics and Earthquake Engineering, 139, 106378.

[19] Qiu, Z. (邱志坚), Lu, J., Elgamal, A., Su, L., Wang, N. and Almutairi, A. (2019). “OpenSees Three-dimensional computational modeling of ground-structure systems and liquefaction scenarios.” Computer Modeling in Engineering & Sciences, 120(3), 629-656.

[20] 邱志坚, 张雨欣, 古泉. 液化场地板桩挡土墙抗震性能及地震风险分析[J/OL]. 岩土工程学报, 1-9[2025-07-01]. DOI: 10.11779/CJGE20230468

[21] Ji, M., Li, F., Qiu, Z., Zhou, H. and Zheng, Y., 2026. Influence of geosynthetic encasement on liquefaction-induced deformations of stone column supported embankments. Geotextiles and Geomembranes, 54(3), 498-516.

[22] Zayed, M., Prabhakaran, A., Qiu, Z. (邱志坚), Zheng, Y. and Elgamal, A. (2026). “Experimentally-calibrated numerical investigation of soil stiffness, permeability, bucket size, and damping effects on seismic response of offshore wind turbine foundations.” Soil Dynamics and Earthquake Engineering, 203, 110043.

[23] Zhao, F., Zheng, Y., Zheng, J., Qiu, Z. (邱志坚) and Wu, Q. (2025). “Energy-Based Evaluation of Liquefaction Resistance of Saturated Sand Considering Initial Static Shear Effect.” Journal of Earthquake Engineering, 1-24.

[24] Zheng, Y., Cengiz, C., Qiu, Z., Zhou, H. and Ji, M. (2025). “Shear reinforcement effect of geosynthetic encased stone column in liquefiable sands.” Geosynthetics International.

[25] Xia, W., Qiu, Z., Zheng, J., Zheng, Y. and Wu, Q. (2025). “Influence of reconsolidation on the reliquefaction behavior of sand under cyclic simple shear: A 3D discrete element perspective.” Soil Dynamics and Earthquake Engineering, 195, 109415.

[26] Zhao, F., Qiu, Z. (邱志坚), Pan, K., Zheng, Y. and Wu, Q. (2024). “Liquefaction resistance of anisotropically consolidated sand under monotonic and cyclic undrained torsional shear.” Soil Dynamics and Earthquake Engineering, 179, 108553.

[27] Gu, Q., Huang, C., Qiu, Z. (邱志坚), Wang, T., Li, Q. and Zhai, C. (2023). “A Novel Method for Seismic Resilience Assessment of Urban Hospital Network Systems Based on a Real-Time Simulation Model.” International Journal of Structural Stability and Dynamics, 2450050.

[28] Prabhakaran, A., Kim, K., Jahed Orang, M., Qiu, Z. (邱志坚), Ebeido, A., Zayed, M., Boushehri, R., Motamed, R., Elgamal, A. and Frazao, C. (2023). “Polymer Injection and Liquefaction-Induced Foundation Settlement Mitigation: A Shake Table Testing Investigation.” Journal of Geotechnical and Geoenvironmental Engineering, 149(8), 04023054.

[29] Gu, Q., Lin, Z., Wang, L., Qiu, Z. (邱志坚), Huang, S. and Li, S. (2023). “A novel peridynamic solution for modelling saturated soil-pore fluid interaction in liquefaction analysis.” Computers and Geotechnics, 162, 105686.

[30] Wu, Q., Huang, L., Zhao, F., Qiu, Z. (邱志坚) and Zheng, Y. (2023). “Liquefaction behavior of inherently anisotropic sand under cyclic simple shear: Insights from three-dimensional DEM simulations.” Soil Dynamics and Earthquake Engineering, 171, 107947.

[31] Su, L., Zhang, X., Xie, L., Zhang, P., Zhang, A., Qiu, Z. (邱志坚) and Ling, X. (2022). “Response characteristic of crane-wharf interaction system: Numerical simulation and global sensitivity analysis.” Ocean Engineering, 266, 113011.

[32] Zayed, M., Ebeido, A., Prabhakaran, A., Qiu, Z. (邱志坚) and Elgamal, A. (2021) “Asymmetric input motion for accumulation of lateral ground deformation in laminar container shake table testing.” Canadian Geotechnical Journal, 58(2), 210-223.

[33] Zayed, M., Ebeido, A., Prabhakaran, A., Kim, K. Qiu, Z. (邱志坚), and Elgamal, A. “Shake table testing: a high-resolution vertical accelerometer array for tracking shear wave velocity.” Geotechnical Testing Journal, 2020, 44(4).

[34] Li, Y., Huang, S., Lin, C., Gu, Q. and Qiu, Z. (邱志坚). (2017). “Response sensitivity analysis for plastic plane problems based on direct differentiation method.” Computers & Structures, 182, 392-403.

[35] Gao, Y., Gu, Q., Qiu, Z. (邱志坚) and Wang, J. (2016). “Seismic response sensitivity analysis of coupled dam-reservoir-foundation systems.” Journal of Engineering Mechanics, 142(10), 04016070.

[36] Gu, Q., Qiu, Z. (邱志坚) and Huang, S. (2015) “A modified multi-yield-surface plasticity model: Sequential closest point projection method.” Computers and Geotechnics, 69, 378-395.

[37] 周林禄, 苏雷, 邱志坚, 等. 基于OpenSees的砂土本构模型对比研究.地震工程学报, 2022, 44(01): 128-135.

[38] 古泉, 俞至权, 邱志坚. 考虑碎石桩加固的液化场地桥梁地震风险分析. 湖南大学学报(自然科学版), 2022, 49(07):178-185.

[39] 邱志坚, 古泉. 三维混凝土Cap模型在OpenSees中的实现. 防灾减灾工程学报, 2015, 35(02): 236-241.

[40] 古泉, 曾志弘, 邱志坚，等. 土结构相互作用体系动力响应的敏感性分析. 地下空间与工程学报, 2015, 11(S1): 80-86.