|
|
基于FAHP-GRA法的边坡稳定性研究进展
|
Abstract:
随着中国现代化进程推进，山区基础设施建设使岩土边坡数量剧增，其稳定性严重威胁经济发展与人民生命安全。层次分析法(AHP)虽广泛应用于边坡稳定性评价，但其在一致性检验、主观性及处理复杂系统和不确定因素方面存在不足。为了克服这些局限，研究者开始引入模糊理论和灰色关联理论，进而提出了FAHP-GRA评价模型。通过与传统分析方法如极限平衡法和有限元法的对比分析，明确了FAHP-GRA方法的适用性。此综述有助于科研人员与工程师及时更新分析方法，准确识别FAHP-GRA法的应用潜力，以期提升评估的科学性和可靠性。
With the advancement of China’s modernisation process, the infrastructure construction in mountainous areas has led to a dramatic increase in the number of geotechnical slopes, the stability of which poses a serious threat to economic development and people’s life safety. Although the hierarchical analysis method (AHP) is widely used in slope stability evaluation, it is deficient in consistency test, subjectivity and dealing with complex systems and uncertainties. In order to overcome these limitations, researchers began to introduce fuzzy theory and grey correlation theory, and then proposed the FAHP-GRA evaluation model. The applicability of the FAHP-GRA method is clarified through a comparative analysis with traditional analysis methods such as the limit equilibrium method and the finite element method. This review helps researchers and engineers to update the analysis methods and accurately identify the application potential of the FAHP-GRA method, with a view to improving the scientificity and reliability of the evaluation.
| [1] | Ullah, S., Khan, M.U. and Rehman, G. (2020) A Brief Review of the Slope Stability Analysis Methods. Geological Behavior, 4, 73-77. https://doi.org/10.26480/gbr.02.2020.73.77 |
| [2] | Gao, W. (2024) The Application of Machine Learning in Geotechnical Engineering. Applied Sciences, 14, Article No. 4712. https://doi.org/10.3390/app14114712 |
| [3] | Zhang, J., He, P., Xiao, J. and Xu, F. (2018) Risk Assessment Model of Expansive Soil Slope Stability Based on Fuzzy-AHP Method and Its Engineering Application. Geomatics, Natural Hazards and Risk, 9, 389-402. https://doi.org/10.1080/19475705.2018.1445664 |
| [4] | Wang, F., Wang, S., Hashmi, M.Z. and Xiu, Z. (2018) The Characterization of Rock Slope Stability Using Key Blocks within the Framework of Geosma-3d. Bulletin of Engineering Geology and the Environment, 77, 1405-1420. https://doi.org/10.1007/s10064-018-1291-9 |
| [5] | Yang, Z.H. and Wang, Z.W. (2020) Study on Slope Stability of Baoshi Expressway Based on the Analytic Hierarchy Process. IOP Conference Series: Materials Science and Engineering, 741, Article ID: 012013. |
| [6] | Panchal, S. and Shrivastava, A.K. (2022) Landslide Hazard Assessment Using Analytic Hierarchy Process (AHP): A Case Study of National Highway 5 in India. Ain Shams Engineering Journal, 13, Article ID: 101626. https://doi.org/10.1016/j.asej.2021.10.021 |
| [7] | El Jazouli, A., Barakat, A. and Khellouk, R. (2019) GIS-Multicriteria Evaluation Using AHP for Landslide Susceptibility Mapping in Oum Er Rbia High Basin (Morocco). Geoenvironmental Disasters, 6, Article No. 3. https://doi.org/10.1186/s40677-019-0119-7 |
| [8] | Shu, S., Qian, J., Gong, W., Pi, K. and Yang, Z. (2023) Non-Probabilistic Reliability Analysis of Slopes Based on Fuzzy Set Theory. Applied Sciences, 13, Article No. 7024. https://doi.org/10.3390/app13127024 |
| [9] | Sur, U., Singh, P. and Meena, S.R. (2020) Landslide Susceptibility Assessment in a Lesser Himalayan Road Corridor (India) Applying Fuzzy AHP Technique and Earth-Observation Data. Geomatics, Natural Hazards and Risk, 11, 2176-2209. https://doi.org/10.1080/19475705.2020.1836038 |
| [10] | Xia, P., Hu, X., Wu, S., Ying, C. and Liu, C. (2020) Slope Stability Analysis Based on Group Decision Theory and Fuzzy Comprehensive Evaluation. Journal of Earth Science, 31, 1121-1132. https://doi.org/10.1007/s12583-020-1101-8 |
| [11] | Bhagya, S.B., Sumi, A.S., Balaji, S., Danumah, J.H., Costache, R., Rajaneesh, A., et al. (2023) Landslide Susceptibility Assessment of a Part of the Western Ghats (India) Employing the AHP and F-AHP Models and Comparison with Existing Susceptibility Maps. Land, 12, Article No. 468. https://doi.org/10.3390/land12020468 |
| [12] | Yang, Y. (2020) Grey Relational Analysis on Influencing Factors of Highway Slope Safety in Ankang Mountain Area. International Journal of Safety and Security Engineering, 10, 721-726. https://doi.org/10.18280/ijsse.100518 |
| [13] | Ye, S. and Huang, A. (2020) Sensitivity Analysis of Factors Affecting Stability of Cut and Fill Multistage Slope Based on Improved Grey Incidence Model. Soil Mechanics and Foundation Engineering, 57, 8-17. https://doi.org/10.1007/s11204-020-09631-w |
| [14] | Deris, A.M., Solemon, B., Taha, H., et al. (2020) Determination of Influencing Factors for Slope Stability Using Grey Relational Analysis (GRA) Technique. Systematic Reviews in Pharmacy, 11, 202-206. |
| [15] | Nie, B.-Q., et al. (2019) Sensibility Analysis of Influencing Factors of Reservoir Slope Stability Based on Grey Correlation. Journal of Yangtze River Scientific Research Institute, 36, 123. |
| [16] | Azarafza, M., Akgün, H., Ghazifard, A., Asghari-Kaljahi, E., Rahnamarad, J. and Derakhshani, R. (2021) Discontinuous Rock Slope Stability Analysis by Limit Equilibrium Approaches—A Review. International Journal of Digital Earth, 14, 1918-1941. https://doi.org/10.1080/17538947.2021.1988163 |
| [17] | Bansal, V. and Sarkar, R. (2024) Comparative Analysis of Slope Stability for Kalimpong Region under Dynamic Loading Using Limit Equilibrium Method and Machine Benchmark Learning Classifiers. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 48, 2785-2807. https://doi.org/10.1007/s40996-024-01344-6 |
| [18] | Sengani, F. and Allopi, D. (2022) Accuracy of Two-Dimensional Limit Equilibrium Methods in Predicting Stability of Homogenous Road-Cut Slopes. Sustainability, 14, Article No. 3872. https://doi.org/10.3390/su14073872 |
| [19] | 郑楠. 荆山黄土边坡稳定性分析及治理方案研究[D]: [硕士学位论文]. 兰州: 兰州大学, 2023. |
| [20] | Cheng, X., Tang, H., Qin, H., Wu, Z. and Xie, Y. (2024) Stress Field and Stability Calculation Method for Unloading Slope Considering the Influence of Terrain. Bulletin of Engineering Geology and the Environment, 83, Article No. 60. https://doi.org/10.1007/s10064-024-03557-5 |
| [21] | Kinde, M., Getahun, E. and Jothimani, M. (2024) Geotechnical and Slope Stability Analysis in the Landslide-Prone Area: A Case Study in Sawla-Laska Road Sector, Southern Ethiopia. Scientific African, 23, e02071. https://doi.org/10.1016/j.sciaf.2024.e02071 |
| [22] | Awang Ismail, D.S., Taib, S.N.L. and Sa’don, N.M. (2023) Numerical Modelling of Slope Stability and Transient Seepage Analysis: Jalan Puncak Borneo Road Case Study. International Journal of Integrated Engineering, 15, 32-42. https://doi.org/10.30880/ijie.2023.15.06.004 |
| [23] | Harabinová, S., Kotrasová, K., Kormaníková, E. and Hegedüsová, I. (2021) Analysis of Slope Stability. Civil and Environmental Engineering, 17, 192-199. https://doi.org/10.2478/cee-2021-0020 |
| [24] | Yan, W., Tian, X., Wu, Z., et al. (2023) Seismic Effects of Loess Slopes Using Physical Modeling and Numerical Simulation. Frontiers in Earth Science, 10, Article ID: 1058701. |
| [25] | Sun, Y., Li, Z., Yang, K., Wang, G. and Hu, R. (2023) Analysis of the Influence of Water Level Change on the Seepage Field and Stability of a Slope Based on a Numerical Simulation Method. Water, 15, Article No. 216. https://doi.org/10.3390/w15020216 |
| [26] | Goyal, A. and Shrivastava, A.K. (2022) Analysis of Conventional and Helical Soil Nails Using Finite Element Method and Limit Equilibrium Method. Heliyon, 8, e11617. https://doi.org/10.1016/j.heliyon.2022.e11617 |
| [27] | Cecílio, D.L. and Garcia, G.F.N. (2022) A Comparative Study of Strength Reduction and Gravity Increase Methods Considering Random Fields in Slope Stability Analysis. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 44, Article No. 539. https://doi.org/10.1007/s40430-022-03859-3 |
| [28] | Chen, S., Yang, Z., Zhang, W., Li, L., Zheng, Y. and Yuan, Y. (2022) Numerical Simulation of the Stability of a Cutting Slope and Study on Its Reinforcement Scheme. Advances in Civil Engineering, 2022, Article ID: 5306923. https://doi.org/10.1155/2022/5306923 |
| [29] | Huang, Y., Zhang, J., Li, B. and Chen, S. (2024) Slope Stability Analysis and Soil Mechanical Properties of Impact Craters around the Lunar South Pole. Remote Sensing, 16, Article No. 371. https://doi.org/10.3390/rs16020371 |
| [30] | Nguyen, H. (2023) A Mixed Formulation of Limit Analysis Based on the Node-Based Smoothed Finite Element Method for Seismic Slope Stability. Géotechnique Letters, 13, 1-29. |
| [31] | Wijesinghe, D.R., Dyson, A., You, G., Khandelwal, M., Song, C. and Ooi, E.T. (2022) Development of the Scaled Boundary Finite Element Method for Image-Based Slope Stability Analysis. Computers and Geotechnics, 143, Article ID: 104586. https://doi.org/10.1016/j.compgeo.2021.104586 |
