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Liu D, Chen S, Lin H, Chen Y. Shear Behavior and Morphological Evolution of Rough Rock Joints under Non-uniform Loading. Journal of Materials Engineering and Performance. 2025.doi:10.1007/s11665-025-12503-9.
Translation or Not:no
Pre One:
Li S, Tang Y, Lin H. Effect of joint coalescence coefficient on rock bridge formation of slope based on finite difference method. Transactions of Nonferrous Metals Society of China. 2025;35:3455-67.doi:https://doi.org/10.1016/S1003-6326(25)66892-0
Next One:
Tang Y, Lin H, Cao R, Yang C. A nonlinear variation safety factor calculation method for slopes based on slide mass shear constitutive model and landslide displacement. Engineering Geology. 2025;357:108363.doi:https://doi.org/10.1016/j.enggeo.2025.108363
