长江大学主页平台管理系统 liuchangqing--Home--Paper Publications

刘长青

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School/Department:城市建设学院
Education Level:With Certificate of Graduation for Doctorate Study
Gender:Male
Degree:Doctoral Degree in Engineering
Alma Mater:长安大学
Discipline:Geotechnical Engineering
Enrollment disciplines: Geotechnical Engineering Disaster Prevention and Mitigation Engineering and Protection Works ,

Paper Publications Home >> Scientific Research >> Paper Publications: [1] Liu CQ, Bao H*, Wang T, et al. Intelligent characterization of discontinuities and heterogeneity evaluation of potential hazard sources in high-steep rock slope by TLS-UAV technology. Journal of Rock Mechanics and Geotechnical Engineering, 2026, 18(1), 509-527.

[2] Liu CQ, Bao H*, Lan HX, et al. Bedding effect on progressive crack propagation in layered sandstone grotto roof. Tunnelling and Underground Space Technology, 2024, 152: 105914.

[3] Liu CQ, Bao H*, Zhang J, et al. Quantitative identification and hazard assessment of potentially unstable rock masses along mountainous transportation corridors. Engineering Failure Analysis, 2026, 183: 110273.

[4] Liu CQ, Bao H*, Lan HX, et al. Accurate digital reconstruction of high-steep rock slope via Transformer-based multi-sensor data fusion. Remote Sensing, 2025, 17(21): 3555.

[5] Liu CQ, Bao H*, Lan HX, et al. Geoenvironmental effects on distribution characteristics of bed-perpendicular joints in sandstone-mudstone interbedded strata: A case study from the Ordos Basin. Geoenvironmental Disasters, 2025, 12, 28.

[6] Liu CQ, Bao H*, Lan HX, et al. Failure evaluation and control factor analysis of slope block instability along traffic corridor in Southeastern Tibet. Journal of Mountain Science, 2024, 21(6), 1830-1848.

[7] Wang D, Liu CQ*, Bao H*, et al. Progressive failure characteristics and damage evolution of anisotropic rocks with oriented arrangement of minerals under triaxial cyclic loading and unloading. Rock Mechanics and Rock Engineering, 2026, 1-20.

[8] Wang Y, Bao H*, Liu CQ*, et al. Effect of Joint Strength Combinations on Shear Failure Behavior. Engineering Geology, 2026, 108778.

[9] Bao H, Liu CQ, Lan HX*, et al. Time-dependency deterioration of polypropylene fiber reinforced soil and guar gum mixed soil in loess cut-slope protecting. Engineering Geology, 2022, 311: 106895.

[10] Bao H, Liu CQ, Liang N*, et al. Analysis of large deformation of deep-buried brittle rock tunnel in strong tectonic active area based on macro and microcrack evolution. Engineering Failure Analysis, 2022, 138: 106351.

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Paper Publications