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Stability analysis of loess slope combined with limit equilibrium method under different rainfall intensities


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Liu, X., Li, D. Q., Cao, Z. J., & Wang, Y. (2019). Adaptive monte carlo simulation method for system reliability analysis of slope stability based on limit equilibrium methods. Engineering Geology, 264, 105384. Search in Google Scholar

Zhou, X. P., Wei, X., Liu, C., & Cheng, H. (2020). Three-dimensional stability analysis of bank slopes with reservoir drawdown based on rigorous limit equilibrium method. International journal of geomechanics(12), 20. Search in Google Scholar

Song, F., Chen, R. Y., Ma, L. Q., & Zhao, J. (2018). Stability analysis of reinforced slope based on limit equilibrium method. Tehnicki Vjesnik, 25(1), 224-229. Search in Google Scholar

Su, Z. S. L. (2021). A three-dimensional slope stability analysis method based on finite element method stress analysis. Engineering Geology, 280(1). Search in Google Scholar

Jiang, Q., & Zhou, C. B. (2018). A rigorous method for three-dimensional asymmetrical slope stability analysis. Canadian Geotechnical Journal, cgj-2017-0317. Search in Google Scholar

Yang, T., Rao, Y., Ma, N., Feng, J., Feng, H., & Wang, H. (2022). A new method for defining the local factor of safety based on displacement isosurfaces to assess slope stability. Engineering Geology(300-), 300. Search in Google Scholar

Krivovichev, G. V., & Mikheev, S. A. (2018). On the stability of multi-step finite-difference-based lattice boltzmann schemes. International Journal of Computational Methods, 1850087. Search in Google Scholar

Liu, G., Zhuang, X., & Cui, Z. (2017). Three-dimensional slope stability analysis using independent cover based numerical manifold and vector method. Engineering Geology, S0013795217302831. Search in Google Scholar

Chen, D., Li, H., Zhu, K., Yang, Z., & Lang, Z. (2022). Determination of the main direction of a sliding body based on a three-dimensional finite-element limit-equilibrium method. International journal of geomechanics. Search in Google Scholar

Liu, G., Li, S., & Wang, J. (2021). New green-ampt model based on fractional derivative and its application in 3d slope stability analysis. Journal of Hydrology, 603, 127084-. Search in Google Scholar

Dastpak, P., Chenari, R. J., Cami, B., & Javankhoshdel, S. (2021). Noncircular deterministic and stochastic slope stability analyses and design of simple geosynthetic-reinforced soil slopes. International journal of geomechanics(9), 21. Search in Google Scholar

Ukleja, J., Wilde, K., & Niedostatkiewicz, M. (2019). Stability estimation of slopes with determined slip surface by the mstab-3d method based on sliding body limit equilibrium analysis. Matec Web of Conferences, 262. Search in Google Scholar

Wang, Y. (2018). Stability analysis of earth slope using combined numerical analysis method based on dem and lem. Tehnicki Vjesnik, 25(5), 1265-1273. Search in Google Scholar

Dong-Ping, D., Liang, L., & Lian-Heng, Z. (2017). Limit-equilibrium method for reinforced slope stability and optimum design of antislide micropile parameters. International journal of geomechanics, 17(2), 06016019.1-06016019.10. Search in Google Scholar

Shi, L., Bai, B., & Li, X. (2017). Stability analysis of prescribed slip surfaces based on a combination of the equilibrium equation and the critical unstable condition. International Journal of Geomechanics, 17(12), 04017118.1-04017118.10. Search in Google Scholar

Tozato, K., Dolojan, N. L. J., Touge, Y., Kure, S., Moriguchi, S., & Kawagoe, S., et al. (2022). Limit equilibrium method-based 3d slope stability analysis for wide area considering influence of rainfall. Engineering Geology. Search in Google Scholar

Wu, S., Xiong, L., & Zhang, S. (2018). Strength reduction method for slope stability analysis based on a dual factoring strategy. International Journal of Geomechanics, 18(10), 04018123.1-04018123.14. Search in Google Scholar

Liu, Y. (2018). Study on stability of unsaturated soil slope under rainfall based on improved limit equilibrium method. Journal of Railway Engineering Society, 35(8), 38-43 and 66. Search in Google Scholar

Su, XuemengZhou, ZhengchaoLiu, Jun’eCao, LiguoLiu, JunyangWang, Peipei. (2021). Estimating slope stability by the root reinforcement mechanism of artemisia sacrorum on the loess plateau of china. Ecological Modelling, 444(1). Search in Google Scholar

Xue, H. B., Zhang, C. M., Dang, F. N., Yin, X. T., & Ding, W. H. (2018). Limit equilibrium analysis method for loess slopes considering spatial-temporal evolution laws of parameters. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 40, 162-166. Search in Google Scholar

Huang, H., Zhang, X., Li, Z., Xue, D., Zhang, X., & Liu, B., et al. (2021). Stability evaluation at xishan loess landslide using insar technique applying ascending and descending sar data. Journal of Applied Remote Sensing(3), 15. Search in Google Scholar

Wang, S. F. K. (2018). Study on the deformation and failure modes of filling slope in loess filling engineering: a case study at a loess mountain airport. Landslides, 15(12). Search in Google Scholar

Wu, B., Wang, Z., & Zhang, Q. (2017). Modelling sheet erosion on steep slopes in the loess region of china. Journal of Hydrology, 553. Search in Google Scholar

Chang, ZhiluHuang, FamingHuang, JinsongJiang, Shui-HuaZhou, ChuangbingZhu, Li. (2021). Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall. Engineering Geology, 280(1). Search in Google Scholar

Tian, X., Song, Z., Wang, B., & Zhou, G. (2020). A theoretical calculation method of influence radius of settlement based on the slices method in tunnel construction. Mathematical Problems in Engineering, 2020. Search in Google Scholar

Bo, W., Zhouyu, L., Jun, C., Chen, Z., Liangzhi, C., & Hongchun, W. (2018). A modified predictor-corrector quasi-static method in necp-x for reactor transient analysis based on the 2d/1d transport method. Progress in Nuclear Energy, 108(sep.), 122-135. Search in Google Scholar

A, Y. W., B, N. S., A, C. L., A, H. L., B, J. A. W. E., & A, Z. J. (2020). Validity of the kelvin equation and the equation-of-state-with-capillary-pressure model for the phase behavior of a pure component under nanoconfinement. Chemical Engineering Science, 226. Search in Google Scholar

Obembe, A. D., Hossain, M. E., Mustapha, K., & Abu-Khamsin, S. A. (2017). A modified memory-based mathematical model describing fluid flow in porous media. Computers & Mathematics with Applications, 73(6), 1385-1402. Search in Google Scholar

Yin, J. H., Qin, J. Q., & Feng, W. Q. (2020). Effective stress cell for direct measurement of effective stress in saturated soil. International journal of geomechanics(8), 20. Search in Google Scholar

Xiong, Y. D. Y. (2020). Dynamic problem of saturated soil under the fractional order theory of thermoelasticity. Journal of porous media, 23(4). Search in Google Scholar

Baiamonte, Giorgio, Palmeri, Vincenzo, Bagarello, & D’Asaro, et al. (2017). Factors influencing point measurement of near-surface saturated soil hydraulic conductivity in a small sicilian basin. Land Degradation and Development, 28(3), 970-982. Search in Google Scholar

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