（1）层状边坡灾变力学与灾害防控

（2）基于AI生成式模型的滑坡短临智能预警

（3）岩土超材料低频隔振

[1] 国家自然科学基金面上项目：地震作用下软硬岩互层反倾边坡动力响应规律与致灾机理，负责人（2025-2028）

[2] 国家自然科学基金面上项目：地震作用下预应力锚索加固反倾岩质边坡的响应特征与稳定性研究，负责人（2021-2024）

[3] 国家自然科学基金青年项目：隐伏型顺层高边坡深层滑剪破坏机理研究，主持，负责人（2017-2019）

[4] 湖北省“青年拔尖”人才培养计划，负责人（2025-2027）

[5] 中国科学院青年创新促进会人才项目，负责人（2022-2025）

[6] 国家重点研发计划子课题：基于关键诱发因素的深基坑险情处置修复技术研究及应用示范，负责人（2017-2020）

[7] 湖北省自然科学基金联合基金项目：三峡库区消落区岩体劣化岸坡失稳变形演化机理研究，负责人（2023-2025）

[8] 湖北省自然科学基金面上项目：锚杆支护条件下反倾岩质边坡破坏机理研究，主持，负责人（2018-2019）

[9] 武汉市知识创新专项基础研究项目：基于超材料理论的地下工程隔振方法研究，负责人（2022-2024）

[10]  岩土力学与工程安全重点实验室前沿科学和关键技术“揭榜挂帅”课题：薄层高陡边坡强震灾变机理及稳定性量化评价方法，负责人（2024-2026）

[1]. Yun Zheng,Congxin Chen,Fei Meng,Xiaodong Fu,Wei Yuan. Smart and fast reinforcement design for anti-dip bedding rock slopes. Journal of Rock Mechanics and Geotechnical Engineering,2023,15,2943-2953.

[2]. Yun Zheng,Congxin Chen,Runqing Wang,Fei Meng. Stability analysis of rock slopes subjected to block‑flexure toppling failure using adaptive moment estimation method (Adam). Rock Mechanics and Rock Engineering,2022,55,3675-3686.

[3]. Yun Zheng,Runqing Wang,Congxin Chen,Fei Meng. Fast stability assessment of rock slopes subjected to flexural toppling failure using adaptive moment estimation (Adam) algorithm. Landslides,2022,19,2149-2158.

[4]. Yun Zheng,Congxin Chen,Tingting Liu,Zhanghao Ren. A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake. Bulletin of Engineering Geology and the Environment,2021,80,3693-3710.

[5]. Yun Zheng,Congxin Chen,Fei Meng,Haina Zhang,Kaizong Xia. Assessing the stability of rock slopes with respect to block‑flexure toppling failure using a force‑transfer model and genetic algorithm. Rock Mechanics and Rock Engineering,2020,53,3433-3445.

[6]. Yun Zheng,Congxin Chen,Tingting Liu,Yong Shao,Yapeng Zhang. Leakage detection and long-term monitoring in diaphragm wall joints using fiber Bragg grating sensing technology. Tunnelling and Underground Space Technology,2020,98,103331.

[7]. Yun Zheng,Congxin Chen,Fei Meng,Tingting Liu,Kaizong Xia. Assessing the stability of rock slopes with respect to flexural toppling failure using a limit equilibrium model and genetic algorithm. Computers and Geotechnics,2020,124,103619.

[8]. Yun Zheng,Congxin Chen,Tingting Liu,Haina Zhang,Chaoyi Sun. Theoretical and numerical study on the block-flexure toppling failure of rock slopes. Engineering Geology,2019,263,105309.

[9]. Yun Zheng,Congxin Chen,Tingting Liu,Dongri Song,Fei Meng. Stability analysis of anti-dip bedding rock slopes locally reinforced by rock bolts. Engineering Geology,2019,251,228-240.

[10]. Yun Zheng,Congxin Chen,Tingting Liu,Haina Zhang,Kaizong Xia,Feng Liu. Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models. Engineering Geology,2018,237,116-128.

[1] 中国岩石力学与工程学会自然科学一等奖（排2），2023

[3] 湖北省“青年拔尖”人才

[2] 中国科学院青年创新促进会会员