| 职 称： | 副研究员 |
|---|---|
| 学 历： | 博士研究生 |
| 电 话： | |
| 传 真： | |
| 电子邮件： | |
| 通讯地址： | 湖北省武汉市武昌区水果湖街小洪山2号 中国科学院武汉岩土力学研究所 |
王亮，分别于2014年、2016年和2020年获西南交通大学地质工程学士、大连理工大学岩土工程硕士和意大利博洛尼亚大学地球物理博士学位。回国前先后在意大利博洛尼亚大学-滑坡海啸组和瑞士苏黎世联邦理工学院-工程地质组担任Research Fellow和Research Scientist。2024年起就职于中国科学院武汉岩土力学研究所，聘为副研究员，主要从事自然环境和人工活动下岩土体灾变机理及风险防控研究，侧重于开发数值方法和物理模型理解不同时空尺度下极端岩土灾害的演变过程。
（1）海底滑坡灾变机理及风险防控
（2）岩土体-结构相互作用过程
（3）岩土工程数值方法与物理建模
[1] Wang, L., Zhang, X., Meng, J., & Lei, Q. (2024). “A stable implicit nodal integration-based particle finite element method (N-PFEM) for modelling saturated soil dynamics”, Journal of Rock Mechanics and Geotechnical Engineering.
[2] Wang, L., Zhang, X., Gen, X., & Lei, Q. (2023). “Nodal integration-based particle finite element method (N-PFEM) for poro-elastoplastic modelling of saturated soils under large deformation”, Computers and Geotechnics, 161: 105567.
[3] Wang, L., Zhang, X., & Tinti, S. (2023). “Formulation for seismic wave propagation in dissipative media and its application to local absorbing boundary conditions using mathematical programming”, International journal for Numerical Methods in Engineering, 124: 3387–3405.
[4] Wang, L., & Lei, Q. (2023). “Modelling the pre- and post-failure behaviour of faulted rock slopes based on the particle finite element model with a damage mechanics model”. Computers and Geotechnics, 153: 105057.
[5] Wang, L., Zhang, X., Lei, Q., Panayides, S., & Tinti, S. (2022). A three-dimensional particle finite element model for simulating soil flow with elastoplasticity. Acta Geotechnica, 17(12): 5639-5653.
[6] Wang, L., & Lei, Q. (2021). A dual-scale fracture network model for computing hydro-mechanical properties of fractured rock. Computers and Geotechnics, 138: 104357.
[7] Wang, L., Zhang, X., & Tinti, S. (2021). Large deformation dynamic analysis of progressive failure in layered clayey slopes under seismic loading using the particle finite element method. Acta Geotechnica, 16(8): 2435-2448.
[8] Wang, L., Zhang, X., Zhang, S., & Tinti, S. (2021). A generalized Hellinger-Reissner variational principle and its PFEM formulation for dynamic analysis of saturated porous media. Computers and Geotechnics, 132: 103994.
[9] Wang, L., Zhang, X., Zaniboni, F., Oñate, E., & Tinti, S. (2021). Mathematical optimization problems for particle finite element analysis applied to 2D landslide modeling. Mathematical Geosciences, 53(1): 81-103.
[10] Wang, L., Zaniboni, F., Tinti, S., & Zhang, X. (2019). Reconstruction of the 1783 Scilla landslide, Italy: numerical investigations on the flow-like behviour of landslides. Landslides, 16(6): 1065-1076.
[11] 年廷凯, 刘凯, 黄润秋, 王亮, & 张彦君. (2016). 多阶多层复杂边坡稳定性的通用上限方法. 岩土力学, 37(3), 842-849.
[12] 年廷凯, 刘凯, 黄润秋, 张彦君, & 王亮. (2016). 地震作用下锚固土质边坡稳定性解析. 岩土工程学报, 38(11), 2009-2016.
1) 瑞士国家自然基金委国际合作项目，Future evolution of meta-stable rock slopes in hydropower systems of China: Implications for long-term safety, 01/2020-12/2023, 课题骨干。
2) 博洛尼亚大学科研项目，The simulation of elastic wave propagation based on mathematical programming, 03/2019-06/2019, 主持。
3) 博洛尼亚大学科研项目，The application of particle finite element method in landslide simulation, 01/2018-04/2018, 主持。
4) 国家留学基金委，Landslides onset and dynamics under hydraulic and seismic load, 10/2016-10/2019, 主持。
5) 国家自然科学基金委，强震条件下顺层滑坡堵江的动力灾变机理及演化全过程，01/2016-12/2019，参与。
6) 国家自然科学基金委，强震条件下边坡破坏、运动与堆积过程模拟及动力学机理，01/2012-12/2015，参与。
