Author:
Li Zhao,Mo Peng,Luo Junhui,Wang Shihai,Chang Zhenchao,Huang Haifeng
Publisher
Springer Science and Business Media LLC
Reference14 articles.
1. J. M. Duncan, “State of the art: limit equilibrium and finite-element analysis of slopes,” J. Geotech. Eng., 122(7), 577-596 (1996).
2. D. V. Griffiths and P. A. Lane, “Slope stability analysis by finite elements,” Geotechnique, 49(3), 387-403 (1999).
3. O. C. Zienkiewicz, C. Humpheson, and R. W. Lewis, “Associated and non-associated visco-plasticity and plasticity in soil mechanics,” Geotechnique, 25(4), 671-689 (1975).
4. X. P. Jiang, P. Zhang, Y. W. Lu, L. L. Liu, and M. H. Zhang, “Slope failure criterion for the strength reduction material point method,” Bull. Geol. Sci. Technol., 41(02), 113-122 (2022).
5. X. Y. Jiang, Z. G. Wang, L. Y. Liu, and Z. P. Zhou, “The determination of reduction ratio factor in homogeneous soil-slope with finite element double strength reduction method,” The Open Civ. Eng. J., 7(1), 205-209 (2013).