A Method for Evaluating the Maximum Bending Degree of Flexural Toppling Rock Masses Based on the Rock Tensile Strain-Softening Model
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12583-022-1805-z.pdf
Reference58 articles.
1. Adhikary, D. P., Dyskin, A. V., Jewell, R. J., et al., 1997. A Study of the Mechanism of Flexural Toppling Failure of Rock Slopes. Rock Mechanics and Rock Engineering, 30(2): 75–93. https://doi.org/10.1007/BF01020126
2. Alejano, L. R., Alonso, E., Rodriguez-Dono, A., et al., 2010. Application of the Convergence-Confinement Method to Tunnels in Rock Masses Exhibiting Hoek-Brown Strain-Softening Behaviour. International Journal of Rock Mechanics and Mining Sciences, 47(1): 150–160. https://doi.org/10.1016/j.ijrmms.2009.07.008
3. Alejano, L. R., Carranza-Torres, C., Giani, G. P., et al., 2015. Study of the Stability Against Toppling of Rock Blocks with Rounded Edges Based on Analytical and Experimental Approaches. Engineering Geology, 195: 172–184. https://doi.org/10.1016/j.enggeo.2015.05.030
4. Alejano, L. R., Sánchez-Alonso, C., Pérez-Rey, I., et al., 2018. Block Toppling Stability in the Case of Rock Blocks with Rounded Edges. Engineering Geology, 234: 192–203. https://doi.org/10.1016/i.enggeo.2018.01.010
5. Alonso, E., Alejano, L. R., Varas, F., et al., 2003. Ground Response Curves for Rock Masses Exhibiting Strain-Softening Behaviour. International Journal for Numerical and Analytical Methods in Geomechanics, 27(13): 1153–1185. https://doi.org/10.1002/nag.315
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