1. 顺倾岩质高边坡灾变机制与桩锚防控技术

2. 滑坡-桩锚体系协同作用机理与稳定性评价

3. 地质灾害风险评估与监测预警模型

[1] 国家自然科学基金青年科学基金项目：库岸堆积层滑坡-桩锚体系协同作用机理与稳定性评价方法研究，42207222，2023.01-2025.12，主持

[2] 河湖健康智慧感知与生态修复教育部重点实验室开放课题：水力耦合条件下堆积层滑坡-桩锚体系协同作用宏细观机理研究，HGKFYBO7，2023.10-2025.09，主持

[3] 国家自然科学基金面上项目：基于优势裂隙扩展的深切河谷顺倾岩质高边坡变形破坏机理研究，52379110，2024.01-2027.12，研究骨干

[4] 企业委托课题：重钢西昌矿业有限公司南采场滑坡研究，2022.08-2023.02，主持

[5] 企业委托课题：灰岩山区重力式锚碇-地基联合承载机制与抗滑关键技术研究，2021.12-2023.12，主持

[6] 企业委托课题：广西天峨至巴马高速公路No1合同段高边坡稳定性安全风险评估，2022.03-2022.05，主持

[7] 企业委托课题：尖山铁矿胶带路由上方及西北边坡隐患精细识别及防范对策，2022.06-2023.05，主持

[8] 企业委托课题：中交二航局隆林委乐至革步公路二期工程№4合同段高边坡稳定性安全风险评估，2024.11-2025.12，主持

[9] 企业委托课题：董梁高速沈海至新泰段工程施工四合同和六合同段边坡施工期动态风险评估专项技术服务，2025.09-2026.12，主持

[10] 企业委托课题：重钢西昌矿业有限公司北西采场边坡考虑构造特征的边坡稳定性综合评估及治理对策研究，2025.12-2026.12，主持

[1] Wang Chengtang, Wang Hao, Qin Weimin, et al. Behaviour of pile-anchor reinforced landslides under varying water level, rainfall, and thrust load: Insight from physical modelling. Engineering Geology, 2023, 107293. (ESI高被引和热点论文)

[2] Wang Chengtang, Liang Junyan, Wang Hao, et al. Deformation characteristics and mechanism of a superlarge accumulated ancient landslide reactivated by mining excavation and rainfall. Landslides, 2024, 21: 3011-3027.

[3] Wang Chengtang, Wang Hao*, Qin Weimin, et al. Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides. Bulletin of Engineering Geology and the Environment, 2021, 80: 7507-7524.

[4] Wang Chengtang, Wang Yanru, Qin Weimin, et al. Pore water pressure surge and piping failure characteristics in tailings dam: Evidence from large-scale physical modelling. Bulletin of Engineering Geology and the Environment, 2025, 84(11): 509.

[5] Wang Chengtang, Han Hongju, Wang Hao, et al. Load-bearing behaviors of the composite gravity-type anchorage: Insights from physical model and numerical tests. Engineering Failure Analysis, 2024, 167, 108959.

[6] Wang Chengtang, Min Hong, Zhu Tao, et al. Failure mechanism and stability analysis of the landslide: a case study for open pit iron mine in Xichang, Sichuan, China. Natural Hazards, 2023, 116: 663-691.

[7] Wang Chengtang, Wang Hao, Jiao Yuyong*, et al. Optimal design of a high slope for ice World & Water Park (IWWP) built over an abandoned quarry: a case study in Changsha of China. Geotechnical and Geological Engineering, 2021, 39(2): 1133-1154.

[8] Leng Xianlun, Wang Chuan, Wang Chengtang*, et al. Deformation and failure evolution mechanism of valley slope induced by dominant crack propagation: Insights from transparent soil modelling. Engineering Geology, 2025, 108019.

[9] Leng Xianlun, Wang Chuan, Wang Chengtang*, et al. Theoretical investigation on the initiation and propagation behavior of dominant cracks in valley slopes. International Journal of Mining Science and Technology, 2026.

[10] Zhang, Guohua, Wang Chengtang, Jiao Yuyong*, et al. Deposits sources of inrush hazards for the Liangshan Tunnel passing through deeply buried granite. Tunnelling and Underground Space Technology. 2019, 92, 103058.

[11] Yang huaqing, Wang Chengtang*, Wang hao, et al. Experimental Study and Model Analysis of Rheological Mechanical Properties of Anchoring Interfaces. Arabian Journal for Science and Engineering, 2025, 50, 8505-8521.

[12] Fan Junsong, Qin Weimin, Wang Chengtang*, et al. Mechanical behavior and sealing resistance of a novel sand-consolidated anchorage prestressed bolt under tension. International Journal of Civil Engineering, 2026.

[13] 王成汤, 王浩*, 张玉丰, 等. 锚索抗滑桩加固堆积型滑坡的受力特性试验与数值模拟研究[J]. 岩土力学, 2020, 41(10): 3343-3354.

[14] 王成汤, 王浩*, 覃卫民, 等. 基于多态模糊贝叶斯网络的地铁车站深基坑坍塌可能性评价[J]. 岩土力学, 2020, 41(05): 1670-1679, 1689. (F5000论文)

[15] 王浩, 覃卫民, 焦玉勇, 王成汤. 岩土工程监测分析及信息化设计实践[M]，科学出版社, 2019（专著）

中国铁道学会科学技术三等奖（排名第5），2024年