Scientific Paper
Arlot, S. and Celisse, A. (2010). “A survey of cross‐validation procedures for model selection”, Statistics Surveys, 4, pp. 40-79.
10.1214/09-SS054Chen, J., Yin, J. and Lee, C.F. (2004). “Rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure”, Journal of Engineering Mechanics, 130(8), pp. 886-893.
10.1061/(ASCE)0733-9399(2004)130:8(886)Chen, T. and Guestrin, C. (2016). “XGBoost: A scalable tree boosting system”, Proceedings of the 22nd ACM SIGKDD International Conference on Knowledge Discovery and Data Mining, ACM, pp. 785-794.
10.1145/2939672.2939785Dawson, E.M., Roth, W.H. and Drescher, A. (1999). “Slope stability analysis by strength reduction”, Geotechnique, 49(6), pp. 835-840.
10.1680/geot.1999.49.6.835Falkner, S., Klein, A. and Hutter, F. (2018). “BOHB: Robust and efficient hyperparameter optimization at scale”, Proceedings of the International Conference on Machine Learning, PMLR, pp. 1437-1446.
Gu, X., Wang, L., Ou, Q. and Zhang, W. (2023). “Efficient stochastic analysis of unsaturated slopes subjected to various rainfall intensities and patterns”, Geoscience Frontiers, 14(1), 101490.
10.1016/j.gsf.2022.101490Huang, W., Loveridge, F. and Satyanaga, A. (2022). “Translational upper bound limit analysis of shallow landslides accounting for pore pressure effects”, Computers and Geotechnics, 148, 104841.
10.1016/j.compgeo.2022.104841Kim, J., Salgado, R. and Yu, H.S. (1999). “Limit analysis of soil slopes subjected to pore-water pressures”, Journal of Geotechnical and Geoenvironmental Engineering, 125(1), pp. 49-58.
10.1061/(ASCE)1090-0241(1999)125:1(49)Krabbenhoft, K., Lyamin, A.V. and Krabbenhoft, J. (2016). OPTUM G2 - Geotechnical finite element and limit analysis software: Materials Manual, Theory Manual, and Analysis Manual, Optum Computational Engineering.
Li, Z., Chen, Y., Guo, Y., Zhang, X. and Du, S. (2021). “Element failure probability of soil slope under consideration of random groundwater level”, International Journal of Geomechanics, 21(7), 04021108.
10.1061/(ASCE)GM.1943-5622.0002063Liu, Y., Chen, J., Peng, Y. and Ren, C. (2025). “Limit analysis of irregular soil slopes considering groundwater conditions and slope geometry”, Geotechnical and Geological Engineering, 43(7), pp. 1-16.
10.1007/s10706-025-03292-yLundberg, S.M. and Lee, S. (2017). “A unified approach to interpreting model predictions”, Advances in Neural Information Processing Systems, Curran Associates, Inc., Vol. 30.
Michalowski, R.L. (1995). “Slope stability analysis: A kinematical approach”, Geotechnique, 45(2), pp. 283-293.
10.1680/geot.1995.45.2.283Michalowski, R.L. (2002). “Stability charts for uniform slopes”, Journal of Geotechnical and Geoenvironmental Engineering, 128(4), pp. 351-355.
10.1061/(ASCE)1090-0241(2002)128:4(351)Miller, T.W. and Hamilton, J.M. (1989). “A new analysis procedure to explain a slope failure at the Martin Lake mine”, Geotechnique, 39(1), pp. 107-123.
10.1680/geot.1989.39.1.107Mishra, P.K. and Kuhlman, K.L. (2013). “Unconfined aquifer flow theory: From Dupuit to present”, Advances in Hydrogeology, pp. 185-202.
10.1007/978-1-4614-6479-2_9Taylor, D.W. (1937). “Stability of earth slopes”, Journal of the Boston Society of Civil Engineers, 24(3), pp. 197-247.
Wang, L., Wu, C., Tang, L., Zhang, W., Lacasse, S., Liu, H. and Gao, L. (2020). “Efficient reliability analysis of earth dam slope stability using extreme gradient boosting method”, Acta Geotechnica, 15, pp. 3135-3150.
10.1007/s11440-020-00962-4- Publisher :KOREAN ASPHALT INSTITUTE
- Publisher(Ko) :한국아스팔트학회
- Journal Title :Journal of the Korean Asphalt Institute
- Journal Title(Ko) :한국아스팔트학회지
- Volume : 15
- No :2
- Pages :269-283
- Received Date : 2025-12-05
- Revised Date : 2025-12-19
- Accepted Date : 2025-12-19
- DOI :https://doi.org/10.22702/jkai.2025.15.2.23


Journal of the Korean Asphalt Institute





