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[1]A Field Study of Dynamic Compaction in the Construction of a Stone-Filled Embankment.Journal of Testing and Evaluation, 2020
[2]A new prediction method for the occurrence of landslides based on the time history of tilting of the slope surface.LANDSLIDES, 2020, 17 (2) : 301-312.
[3]Predicting the sliding behavior of rotational landslides based on the tilting measurement of the slope surface.ENGINEERING GEOLOGY, 2020, 269 (2020) : 1-16.
[4]STUDY ON SAFETY FACTOR CALCULATION AND STABILITY EVALUATION OF DYNAMIC SLOPE BASED ON STRENGTH REDUCTION METHOD.FRESENIUS ENVIRONMENTAL BULLETIN, 2019, 28 (7) : 5301-5311.
[5]Study on the Horizontal Axis Deviation of a Small Radius TBM Tunnel Based on Winkler Foundation Model.APPLIED SCIENCES-BASEL, 2020, 10 (3)
[6]Numerical Study of Optimal Parameters on the High Filling Embankment Landslide Reinforced by the Portal Anti-Slide Pile.KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (5) : 1460-1475.
[7]Investigation on Surface Tilting in the Failure Process of Shallow Landslides.SENSORS, 2020, 20 (9)
[8]Analysis of Collapse Mechanism and Treatment Evaluation of a Deeply Buried Hard Rock Tunnel.APPLIED SCIENCES-BASEL, 2020, 10 (12)
[9]Landslide displacement prediction based on the Genetic Simulated Annealing algorithm.土木与环境工程学院（中英文）, 2021, 43 (1) : 26-36.
[10]硬质岩层中TBM滚刀破岩效率预测模型研究.武汉大学学报(工学版), 2021
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