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[1]Improved nonlinear Burgers shear creep model based on the time-dependent shear strength for rock. Environmental Earth Sciences, 2020, 79(6), 149.
[2]Failure characteristics of intermittent fissures under a compressive-shear test: Experimental and numerical analyses. Theoretical and Applied Fracture Mechanics, 2018, 96:740-757.
[3]Mechanical behavior of an opening in a jointed rock-like specimen under uniaxial loading: Experimental studies and particle mechanics approach. Archives of Civil and Mechanical Engineering, 2018, 18(1):198-214.
[4]Failure characteristics of jointed rock-like material containing multi-joints under a compressive-shear test: Experimental and numerical analyses. Archives of Civil and Mechanical Engineering, 2018, 18(3): 784-798.
[5]A kind of control technology for squeezing failure in deep roadways: a case study. Geomatics, Natural Hazards and Risk, 2017, 8(1): 1-15.
[6]Mechanical Behavior of Brittle Rock-Like Specimens with Pre-existing Fissures Under Uniaxial Loading: Experimental Studies and Particle Mechanics Approach. Rock Mechanics and Rock engineering, 2016, 49: 763-783.
[7]An Experimental and Numerical Study on Mechanical Behavior of Ubiquitous-Joint Brittle Rock-Like Specimens Under Uniaxial Compression. Rock Mechanics and Rock engineering, 2016, 49: 4319-4338.
[8]Shear behaviour of 3D nonpersistent jointed rock-like specimens: Experiment and numerical simulation. Computers and Geotechnics, 2022, 148, 104858.
[9]Fatigue behaviour and constitutive model of yellow sandstone containing pre-existing surface crack under uniaxial cyclic loading. Theoretical and Applied Fracture Mechanics, 2020, 109, 102776.
[10]Second-order cone programming formulation of discontinuous deformation analysis. International Journal for Numerical Methods in Engineering, 2019, 118: 243-257.
[11]Damage deterioration mechanism and damage constitutive modelling of marble after cyclic impact loading. Journal of Materials Research and Technology, 2024, 29, 1293-1304.
[12]Three-dimensional spherical discontinuous deformation analysis using second-order cone programming. Computers and Geotechnics, 2019, 112, 319-328.
[13]Experimental Investigation of the Pore Fractal Characteristics and Damage Degradation Mechanism of Sandstone after Cyclic Freeze-thaw Treatments. Journal of Materials Research and Technology, 2023, 23, 4843-4859.
[14]Strength and failure characteristics of brittle jointed rock-like specimens under uniaxial compression: Digital speckle technology and a particle mechanics approach. International Journal of Mining Science and Technology, 2019, 28(4), 669-677.
[15]Damage deterioration mechanism and damage constitutive modelling of red sandstone under cyclic thermal-cooling treatments. Archives of Civil and Mechanical Engineering, 2022, 22, 188.
[16]Effects of cyclic freeze-thaw treatments on the fracture characteristics of sandstone under different fracture modes: Laboratory testing. Theoretical and Applied Fracture Mechanics, 2020, 109, 102738.
[17]Failure and mechanical behavior of transversely isotropic rock under compression-shear tests: Laboratory testing and numerical simulation. Engineering Fracture Mechanics, 2021, 241, 107389.
[18]Experimental Investigation of Plane Shear Fracture Characteristics of Sandstone after Cyclic Freeze-Thaw Treatments. Theoretical and Applied Fracture Mechanics, 2022, 118, 103214.
[19]Damage Characteristics and Fracture Behaviour of Marble after Cycle Impact Loading. Theoretical and Applied Fracture Mechanics, 2023, 125, 103903.
[20]Fracture behaviour of transversely isotropic rocks under pure mode III fracture: Experiment and numerical simulation. Theoretical and Applied Fracture Mechanics, 2024, 129, 104208.
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