![]()
- 1. [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. [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. [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. [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. [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. [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. [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. [8] Wang Y, Bao H*, Liu CQ*, et al. Effect of Joint Strength Combinations on Shear Failure Behavior. Engineering Geology, 2026, 108778.
- 9. [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. [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.
