350vip浦京集团官方授权教授、博士生导师。2020年6月和10月分别获350vip浦京集团官方授权和香港城市大学博士学位，2020年10月起在香港城市大学从事博士后研究，2023年12月被聘为350vip浦京集团官方授权教授。

2025年拟招收2名博士研究生（水利水电工程专业），2名硕士研究生（水利水电工程专业），并欢迎博士后合作。

联系邮箱：xliu@whu.edu.cn

研究领域与影响力：

长期从事岩土工程风险评估与控制研究，研究方向包括滑坡风险定量评估、智慧水利与数字孪生、岩土大变形破坏模拟等。在岩土工程和工程地质领域权威期刊如《Engineering Geology》《Landslides》等发表多篇论文，单篇论文最高他引100余次，成果应用于香港翡翠道滑坡事后调查、香港新娘潭路边坡加固设计校核等实际工程，多次受邀在国际学术会议作报告。2022年入选香港创新科技署研究人才库（Research Talent Hub），2023年获国家级人才项目资助。

代表性学术成果：

降雨诱发滑坡定量风险评估

1. Liu, X. (刘鑫), and Wang, Y. 2023. Analytical solutions for annual probability of slope failure induced by rainfall at a specific slope using bivariate distribution of rainfall intensity and duration. Engineering Geology, 313: 106969. https://doi.org/10.1016/j.enggeo.2022.106969.（中科院一区TOP）

2. Liu, X. (刘鑫), and Wang, Y. 2023. Probabilistic hazard analysis of rainfall-induced landslides at a specific slope considering rainfall uncertainty and soil spatial variability. Computers and Geotechnics, 162: 105706. https://doi.org/10.1016/j.compgeo.2023.105706.（中科院一区TOP）

3. Liu, X. (刘鑫), and Wang, Y. 2022. Quantifying annual occurrence probability of rainfall-induced landslide at a specific slope. Computers and Geotechnics, 149: 104877. https://doi.org/10.1016/j.compgeo.2022.104877.（中科院一区TOP）

4. Liu, X. (刘鑫), Wang, Y., and Leung, A.K. 2023. Numerical investigation of rainfall intensity and duration control of rainfall-induced landslide at a specific slope using slope case histories and actual rainfall records. Bulletin of Engineering Geology and the Environment, 82: 333. https://doi.org/10.1007/s10064-023-03359-1.

滑坡大变形破坏模拟与后果表征

5. Liu, X. (刘鑫), Wang, Y., and Li, D.Q. 2019. Investigation of slope failure mode evolution during large deformation in spatially variable soils by random limit equilibrium and material point methods. Computers and Geotechnics, 111: 301–312. https://doi.org/10.1016/j.compgeo.2019.03.022.（中科院一区TOP）

6. Liu, X. (刘鑫), Wang, Y., and Li, D.Q. 2020. Numerical simulation of the 1995 rainfall-induced Fei Tsui Road landslide in Hong Kong: new insights from hydro-mechanically coupled material point method. Landslides, 17(12): 2755–2775. https://doi.org/10.1007/s10346-020-01442-2.（中科院一区TOP）

7. Liu, X. (刘鑫), and Wang, Y. 2021. Probabilistic simulation of entire process of rainfall-induced landslides using random finite element and material point methods with hydro-mechanical coupling. Computers and Geotechnics, 132: 103989. https://doi.org/10.1016/j.compgeo.2020.103989.（中科院一区TOP）

边坡数字孪生方法

8. Liu, X. (刘鑫), Wang, Y., Koo, R.C.H., and Kwan, J.S.H. 2022. Development of a slope digital twin for predicting temporal variation of rainfall-induced slope instability using past slope performance records and monitoring data. Engineering Geology, 308: 106825. https://doi.org/10.1016/J.ENGGEO.2022.106825.（中科院一区TOP）

9. Liu, X. (刘鑫), and Wang, Y. 2021. Reliability analysis of an existing slope at a specific site considering rainfall triggering mechanism and its past performance records. Engineering Geology, 288: 106144. https://doi.org/10.1016/j.enggeo.2021.106144.（中科院一区TOP）

10. Liu, X. (刘鑫), Wang, Y., and Leung, A.K. 2023. Probabilistic back analysis of rainfall-induced slope failure considering slope survival records from past rainfall events. Computers and Geotechnics, 159: 105436. https://doi.org/10.1016/j.compgeo.2023.105436.（中科院一区TOP）