| Citation: | Jiongchao Wang, Jun Zheng, Jichao Guo, Qing Lü, Jianhui Deng. A Method for Evaluating the Maximum Bending Degree of Flexural Toppling Rock Masses Based on the Rock Tensile Strain-Softening Model. Journal of Earth Science, 2024, 35(4): 1243-1253. doi: 10.1007/s12583-022-1805-z
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Flexural toppling occurs when a series of layered rock masses bend towards their free face. It is important to evaluate the maximum bending degree and the requirement of supports of flexural toppling rock mass to prevent rock mass cracking and even failure leading to a landslide. Based on the rock tensile strain-softening model, this study proposes a method for calculating the maximum curvature (
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