Real-time monitoring and deep learning prediction modeling of rainfall infiltration effects in slope stability risk assessment

[1]Salunkhe, D. P., Bartakke, R. N., Chvan, G., Kothavale, P. R., & Digvijay, P. (2017). An overview on methods for slope stability analysis. International Journal of Engineering Research & Technology (IJERT), 6(03), 2278-0181. SalunkheD. P., BartakkeR. N., ChvanG., KothavaleP. R. & DigvijayP. (2017). An overview on methods for slope stability analysis. International Journal of Engineering Research & Technology (IJERT), 6(03), 2278-0181.Search in Google Scholar

[2]Harabinová, S., Kotrasová, K., Kormaníková, E., & Hegedüsová, I. (2021). Analysis of slope stability. Civil and Environmental Engineering, 17(1), 192-199. HarabinováS., KotrasováK., KormaníkováE. & HegedüsováI. (2021). Analysis of slope stability. Civil and Environmental Engineering, 17(1), 192-199.Search in Google Scholar

[3]Morbidelli, R., Corradini, C., Saltalippi, C., Flammini, A., Dari, J., & Govindaraju, R. S. (2018). Rainfall infiltration modeling: A review. Water, 10(12), 1873. MorbidelliR., CorradiniC., SaltalippiC., FlamminiA., DariJ. & GovindarajuR. S. (2018). Rainfall infiltration modeling: A review. Water, 10(12), 1873.Search in Google Scholar

[4]Tang, Y. M., Xue, Q., Li, Z. G., & Feng, W. (2015). Three modes of rainfall infiltration inducing loess landslide. Natural Hazards, 79, 137-150. TangY. M., XueQ., LiZ. G. & FengW. (2015). Three modes of rainfall infiltration inducing loess landslide. Natural Hazards, 79, 137-150.Search in Google Scholar

[5]GUO, Z. H., JIAN, W. B., LIU, Q. L., & NIE, W. (2021). Rainfall infiltration analysis and infiltration model of slope based on in-situ tests. Rock and Soil Mechanics, 42(6), 8. GUOZ. H., JIANW. B., LIUQ. L. & NIEW. (2021). Rainfall infiltration analysis and infiltration model of slope based on in-situ tests. Rock and Soil Mechanics, 42(6), 8.Search in Google Scholar

[6]Govindaraju, R. S., & Goyal, A. (2022). Rainfall and infiltration. In Rainfall (pp. 367-396). Elsevier. GovindarajuR. S. & GoyalA. (2022). Rainfall and infiltration. In Rainfall (pp. 367-396). Elsevier.Search in Google Scholar

[7]Chen, H. E., Chiu, Y. Y., Tsai, T. L., & Yang, J. C. (2020). Effect of rainfall, runoff and infiltration processes on the stability of footslopes. Water, 12(5), 1229. ChenH. E., ChiuY. Y., TsaiT. L. & YangJ. C. (2020). Effect of rainfall, runoff and infiltration processes on the stability of footslopes. Water, 12(5), 1229.Search in Google Scholar

[8]NIAN, G. Q., CHEN, Z. H., ZHANG, L. F., BAO, M., & ZHOU, Z. H. (2021). Treatment of two boundary conditions for rainfall infiltration in slope and its application. Rock and Soil Mechanics, 41(12), 9. NIANG. Q., CHENZ. H., ZHANGL. F., BAOM. & ZHOUZ. H. (2021). Treatment of two boundary conditions for rainfall infiltration in slope and its application. Rock and Soil Mechanics, 41(12), 9.Search in Google Scholar

[9]Li, J., Li, F., Li, H., Guo, C., & Dong, W. (2019). Analysis of rainfall infiltration and its influence on groundwater in rain gardens. Environmental Science and Pollution Research, 26, 22641-22655. LiJ., LiF., LiH., GuoC. & DongW. (2019). Analysis of rainfall infiltration and its influence on groundwater in rain gardens. Environmental Science and Pollution Research, 26, 22641-22655.Search in Google Scholar

[10]Showkat, R., Mohammadi, H., & Babu, G. S. (2022). Effect of rainfall infiltration on the stability of compacted embankments. International Journal of Geomechanics, 22(7), 04022104. ShowkatR., MohammadiH. & BabuG. S. (2022). Effect of rainfall infiltration on the stability of compacted embankments. International Journal of Geomechanics, 22(7), 04022104.Search in Google Scholar

[11]Sun, J., Liu, Q., Li, J., & An, Y. (2009). Effects of rainfall infiltration on deep slope failure. Science in China Series G: Physics, Mechanics and Astronomy, 52(1), 108-114. SunJ., LiuQ., LiJ. & AnY. (2009). Effects of rainfall infiltration on deep slope failure. Science in China Series G: Physics, Mechanics and Astronomy, 52(1), 108-114.Search in Google Scholar

[12]Chatterjee, D., & Murali Krishna, A. (2019). Effect of slope angle on the stability of a slope under rainfall infiltration. Indian Geotechnical Journal, 49(6), 708-717. ChatterjeeD. & Murali KrishnaA. (2019). Effect of slope angle on the stability of a slope under rainfall infiltration. Indian Geotechnical Journal, 49(6), 708-717.Search in Google Scholar

[13]Zhang, J., Zhu, D., & Zhang, S. (2020). Shallow slope stability evolution during rainwater infiltration considering soil cracking state. Computers and Geotechnics, 117, 103285. ZhangJ., ZhuD. & ZhangS. (2020). Shallow slope stability evolution during rainwater infiltration considering soil cracking state. Computers and Geotechnics, 117, 103285.Search in Google Scholar

[14]Cho, S. E. (2017). Prediction of shallow landslide by surficial stability analysis considering rainfall infiltration. Engineering Geology, 231, 126-138. ChoS. E. (2017). Prediction of shallow landslide by surficial stability analysis considering rainfall infiltration. Engineering Geology, 231, 126-138.Search in Google Scholar

[15]Fregoso-Aparicio, L., Noguez, J., Montesinos, L., & García-García, J. A. (2021). Machine learning and deep learning predictive models for type 2 diabetes: a systematic review. Diabetology & metabolic syndrome, 13(1), 148. Fregoso-AparicioL., NoguezJ., MontesinosL. & García-GarcíaJ. A. (2021). Machine learning and deep learning predictive models for type 2 diabetes: a systematic review. Diabetology & metabolic syndrome, 13(1), 148.Search in Google Scholar

[16]Shen Zhongwei. (2022). Compactness and large-scale regularity for Darcy’s law. Journal de mathématiques pures et appliquées 673-701. ZhongweiShen. (2022). Compactness and large-scale regularity for Darcy’s law. Journal de mathématiques pures et appliquées 673-701.Search in Google Scholar

[17]Wenmin Yao, Yibo Fan, Changdong Li, Hongbin Zhan, Xin Zhang, Yiming Lv & Zibo Du. (2024). A Bayesian bootstrap-Copula coupled method for slope reliability analysis considering bivariate distribution of shear strength parameters. Landslides(10), 2557-2567. YaoWenmin, FanYibo, LiChangdong, ZhanHongbin, ZhangXin, LvYiming & DuZibo. (2024). A Bayesian bootstrap-Copula coupled method for slope reliability analysis considering bivariate distribution of shear strength parameters. Landslides(10), 2557-2567.Search in Google Scholar

[18]Xiaoyang Wei, Yibiao Liu, Weizhong Ren, Simin Cai & Wenhui Xu. (2024). Fully analytical method for probabilistic stability analysis of the rainfall-induced landslide considering variability of saturated hydraulic conductivity and rainfall uncertainty. Bulletin of Engineering Geology and the Environment(9), 374-374. WeiXiaoyang, LiuYibiao, RenWeizhong, CaiSimin & XuWenhui. (2024). Fully analytical method for probabilistic stability analysis of the rainfall-induced landslide considering variability of saturated hydraulic conductivity and rainfall uncertainty. Bulletin of Engineering Geology and the Environment(9), 374-374.Search in Google Scholar

[19]Lin Shuang, Zhang Jie & Shi Nan. (2022). An Alternating Iteration Algorithm for a Parameter-Dependent Distributionally Robust Optimization Model. Mathematics(7), 1175-1175. ShuangLin, JieZhang & NanShi. (2022). An Alternating Iteration Algorithm for a Parameter-Dependent Distributionally Robust Optimization Model. Mathematics(7), 1175-1175.Search in Google Scholar