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[2] Ban L, Tao Z, Du W, et al. A consecutive joint shear strength model considering the 3D roughness of real contact joint surface[J].  International Journal of Mining Science and Technology, 2023, 33(5): 617-624. (Q1)

[3] Ban L, Du W, Zheng D, et al. Velocity-Dependent Effect on the Peak Shear Strength of Rock Joints Considering the Distribution Characteristics of Contact Joint Surface[J]. Rock Mechanics and Rock Engineering, 2023, doi: 10.1007/s00603-023-03690-9. (Q1)

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[7] Du W, Ban L, Qi C. Reply to the Discussion by Yingchun Li on “A Peak Dilation Angle Model Considering the Real Contact Area for Rock Joints”[J]. Rock Mechanics and Rock Engineering, 2021, 54(11): 5969-5972.(Q1)

[8] Ban, L, Du W, Qi C. A modified roughness index based on the root mean square of the first derivative and its relationship with peak shear strength of rock joints[J]. Engineering Geology, 2020, doi: 279. 105898. 10.1016/j.enggeo.2020.105898. (Q1)

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[10] Ban, L, Du W, Qi C, et al. Modified 2D roughness parameters for rock joints at two different scales and their correlation with JRC[J]. International Journal of Rock Mechanics and Mining Sciences, 2020, doi: 137. 104549. 10.1016/j.ijrmms.2020.104549. (Q1)

[11] Ban, L, Du W, Qi C. Stability analysis of anchored slopes based on a peak shear-strength criterion of rock joints[J]. Environmental Earth Sciences. 2020, doi:79. 10.1007/s12665-020-08961-0. (Q3)

[12] Ban L, Qi C, Chen H, et al. A New Criterion for Peak Shear Strength of Rock Joints with a 3D Roughness Parameter[J]. Rock Mechanics and Rock Engineering, 2019, doi:10.1007/s00603-019-02007-z. (Q1)

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[14] Ban L, Zhu C, Qi C, et al. New roughness parameters for 3D roughness of rock joints[J]. Bulletin of Engineering Geology and the Environment, 2018. doi:10.1007/s10064-018-1394-3. (Q2)

[15] Ban L, Zhu C, Qi C, et al. The shear stiffness criterion for rock joints considering rock wear behaviour[J]. Quarterly Journal of Engineering Geology and Hydrogeology, 2019, qjegh2018-096. 10.1144/qjegh2018-096. (Q4)

[16] Ban L, Qi C, Lu C. A direction-dependent shear strength criterion for rock joints with two new roughness parameters[J]. Arabian Journal of Geosciences, 2018, 11(16):466. (Q4)

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[25] 刘航, 班力壬, 兰春光, 等. 后张预应力加固无筋砖砌墙体抗震性能试验研究[J]. 建筑结构学报, 2015, 36(08): 142-149. (EI)

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