-
Liu X G*, Fan R H, Zhu, W C,et al. Reconstruction of a granite structure composed of multiple irregular minerals, Journal of Rock Mechanics and Geotechnical Engineering, 2024. https://doi.org/10.1016/j.jrmge.2024.09.046..
-
Liu X G*, Huang C C, Zhu W C, et al. In situ stress inversion using nonlinear stress boundaries achieved by the bubbling method, Journal of Rock Mechanics and Geotechnical Engineering, https://doi.org/10.1016/j.jrmge.2024.02.023..
-
Liu X G*, Zhu W C, Han Y H, et al. Experiments and numerical simulations of rockburst prevention based on the slotting method, Bulletin of Engineering Geology and the Environment, 2023, 82:383..
-
Liu X G, Zhu W C*, Liu Y X, et al. Reconstruction of rough rock joints: 2D profiles and 3D surfaces. International journal of rock mechanics and mining sciences, 2022, 156, 105113..
-
Liu X G, Zhu W C*, Zhang P H, et al. Failure in rock with intersecting rough joints under uniaxial compression. International journal of rock mechanics and mining sciences, 2021, 146, 104832. .
-
Liu X G, Zhu W C*, Yu Q L, et al. Estimation of the joint roughness coefficient of rock joints by consideration of two-order asperity and its application in double-joint shear tests. Engineering Geology, 2017, 220:243-255..
-
Liu X G, Zhu W C*, Yu Q L, et al. Estimating the Joint Roughness Coefficient of Rock Joints from Translational Overlapping Statistical Parameters. Rock Mechanics and Rock Engineering, 2019, 52(3): 753-769..
-
Liu X G, Zhu W C*, Liu Y X, et al. Characterization of rock joint roughness from the classified and weighted uphill projection parameters. International Journal of Geomechanics, 2021,21(5): 04021052: 1-13. .
-
Dong H Y, Liu X G*, Zhu W C. Experimental and theoretical study of shear instability of rock joints in the direct shear test. International Journal of Geomechanics, 2021,21(3): 04021004:1-26. .
-
Zhu W C*, Yan B X, Liu X G, et al. Rock Creep Deformation Triggered by Dynamic Disturbance: Numerical Simulation. International Journal of Geomechanics, 2022, 22(7): 04022101..
