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研究生: 鍾政賢
Cheng-Hsien Chung
論文名稱: 利用人工智慧探討受地表載重影響之邊坡穩定問題
Application of Artificial Intelligence Techniques to Soil Slope Stability Assessments by Considering Surcharge Effects
指導教授: 李安叡
An-Jui Li
口試委員: 李安叡
An-Jui Li
鄧福宸
Fu-Chen Teng
陳韋志
Wei-Chih Chen
郭治平
Chih-Ping Kuo
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 77
中文關鍵詞: 邊坡穩定地下水位地表載重極限分析法極限學習機
外文關鍵詞: Slope Stability, Water Table, Surcharge, Limit Analysis, Extreme Learning Machine
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  • 近幾年,隨著全球暖化造成氣候異常,間歇性暴雨所引發的災難頻傳,
    強降雨使得地下水位急遽上升,對於邊坡而言,當地下水位上升後,因孔
    隙水壓的增加會使土壤中的有效應力減少,造成邊坡不穩定,而臺灣坡地
    面積占總面約四分之三,且有越來越多人往坡地進行開墾及建設,在邊坡
    上大興土木對於邊坡穩定而言是需格外注意,若再加上豪雨的影響,便容
    易有災難發生。因此本研究考慮地下水及地表載重對於土壤邊坡的影響,
    利用基於極限分析法的數值軟體進行分析,將分析結果建立成穩定圖表,
    供現場工程師能夠快速評估邊坡的穩定性。另外結合人工智慧的技術將重
    覆性及複雜性的工作交由電腦負責,透過電腦運算可減少誤差並且能提高
    效率。


    In recent years, as global warming has caused an abnormal climate and frequent
    disasters caused by intermittent rainstorms, heavy rainfall has caused the
    groundwater level to rise sharply. For slopes, after the water level rises, the
    increase in pore water pressure will cause the effective stress in the soil to be
    reduced, resulting in unstable slopes. The slopes in Taiwan account for about
    three-quarters of the total area. More and more people are reclaiming and
    constructing on the slopes. It is necessary to pay special attention. If the impact
    of heavy rain is added, disasters are prone to occur. Therefore, this study
    considers the influence of groundwater and surcharge on soil slopes and uses
    numerical software based on limit analysis to analyze the results and establish a
    stability chart for field engineers to quickly evaluate the stability of the slope. In
    addition, the combination of artificial intelligence technology puts repetitive
    and complex tasks to the computer, and computer calculations can reduce errors
    and improve efficiency.

    論文摘要 I Abstract II 致謝 III 目錄 IV 圖目錄 VI 表目錄 VIII 符號表 X 第一章 緒論 1 1.1 研究動機與目的 1 1.2 論文架構 2 第二章 文獻回顧 4 2.1 土壤邊坡(Cohesive-Frictional Slopes) 4 2.1.1 邊坡破壞的模式 4 2.1.2 Mohr-Coulomb 破壞準則 6 2.1.3 地下水位對邊坡的影響 8 2.1.4 地表載重對邊坡的影響 10 2.2 穩定圖表(Stability Charts) 13 2.3 有限元素法(Finite Element Analysis, FEM) 15 2.3.1 極限分析法(Limit Analysis Method, LA) 15 2.3.1.1 有限元素上界法 15 2.3.1.2 有限元素下界法 17 2.3.2 邊坡分析之比較 19 2.4 人工智慧(Artificial Intelligence, AI) 21 2.4.1 機器學習(Machine Learning) 21 2.4.2 極限學習機(Extreme Learning Machine, ELM) 21 第三章 模型建置與參數率定 23 3.1 極限分析法 24 3.1.1 模型建置 24 3.1.2 參數率定 26 3.2 極限學習機 29 3.2.1 模型建置 29 3.2.2 參數率定 29 第四章 研究成果 32 4.1 極限分析上下界法 32 4.1.1 穩定圖表-孔隙水壓比ru與地下水位比HwH 32 4.1.2 穩定圖表-只考慮地下水位與同時考慮地表載重+地下水位 37 4.2 極限學習機 39 4.2.1 ELM 模型精準度結果 39 4.2.2 實際探討 - N. K. Sah (1994)與C. X. Yang (2004)(地下水位) 45 4.2.3 實際案例 - 山崩目錄(地下水位) 52 4.2.4 假設案例(地下水位與地表載重) 60 第五章 結論與建議 61 5.1 結論 61 5.2 建議 62 參考文獻 63

    1. 楊樹榮、林忠志、鄭錦桐、潘國樑、蔡如均、李正利(2011)。臺灣常用山崩分類系統。
    2. 賴忠其(2020)。運用人工智慧評估受地下水位影響之岩石邊坡穩定性及可靠度。國立臺灣科技大學營建工程系研究所,台北市
    3. Bowles, L. 1996. Foundation analysis and design, McGraw-hill.
    4. Casagrande, A. 1937. Seepage through dams.
    5. Chowdhury, R., P. Flentje and G. Bhattacharya. 2009. Geotechnical slope analysis, Crc Press.
    6. Das, B. M. 2011. Principles of Foundation Engineering. 7th, Pacific Grove: Brooks/Cole-Thomson Learning.
    7. Das, B. M. and N. Sivakugan. 2016. Fundamentals of geotechnical engineering, Cengage Learning.
    8. Das, B. M. and K. Sobhan. 2013. Principles of geotechnical engineering, Cengage learning.
    9. Duncan, J. M., S. G. Wright and T. L. Brandon. 2014. Soil strength and slope stability, John Wiley & Sons.
    10. Eid, H. T. 2014. Stability charts for uniform slopes in soils with nonlinear failure envelopes, Engineering Geology, 168: 38 -45.
    11. Fellenius, W. 1936. Calculation of stability of earth dam. Transactions. 2nd Congress Large Dams, Washington, DC, 1936.
    12. Huang, G. B., Zhu Q. Y., Siew C. K. 2006. Extreme learning machine: Theory and applications, Neurocomputing, 70(1 –3):489-501.
    13. Huang, G. B., Zhu Q. Y., Babri H. A. 2000 Classification ability of single hidden layer feedforward neural networks, IEEE Transactions on Neural Networks, 11(3):799-801.
    14. Janbu, N. 1959. Stability analysis of slopes with dimensionless parameters, Harvard University, Division of Engineering and Applied Physics.
    15. Kim, J., R. Salgado and J. Lee. 2002. Stability analysis of complex soil slopes using limit analysis, Journal of Geotechnical and Geoenvironmental Engineering, 128(7): 546-557.
    16. Kim, J., R. Salgado and H. Yu. 1999. Limit analysis of soil slopes subjected to pore-water pressures, 125(1): 49 -58.
    17. Kim, J., R. Salgado and H. Yu. 1999. Limit analysis of soil slopes subjected to pore-water pressures, Journal of Geotechnical and Geoenvironmental
    Engineering, 125(1): 49-58.
    18. Krabbenhoft, K. and A. Lyamin. 2015. Optum Computational Engineering (Optum G2),(2015).
    19. Leshchinsky, B. 2015. Bearing Capacity of Footings Placed Adjacent to c′-ϕ′ Slopes, Journal of Geotechnical and Geoenvironmental Engineering, 141(6): 04015022.
    20. Leshno, M., Lin, V. A., Pinkus, A., Schocken, S. 1993. Multilayer feedforward networks with a nonpolynomial activation function can approximate any function, Neural Networks, (6):861 -867.
    21. Lim, K., A.-J. Li, A. Schmid and A. Lyamin. 2016. Slope-stability assessments using finite-element limit-analysis methods, 17(2): 06016017.
    22. Look, B. G. 2014. Handbook of geotechnical investigation and design tables, CRC Press.
    23. Lyamin, A. and S. Sloan. 2002a. Lower bound limit analysis using nonlinear programming, International Journal for Numerical Methods in Engineering, 55(5): 573-611.
    24. Lyamin, A. and S. Sloan. 2002b. Upper bound limit analysis using linear finite elements and non‐linear programming, International Journal for Numerical and Analytical Methods in Geomechanics, 26(2): 181-216.
    25. Meyerhof, G. 1957. The ultimate bearing capacity of foundations on slopes. Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering.
    26. Michalowski, R. 1994. Limit analysis of slopes subjected to pore pressure, Proc. Computer Methods and Advances in Geomechanics.
    27. Michalowski, R. 1995. Slope stability analysis: a kinematical approach, Geotechnique, 45(2): 283-293.
    28. Michalowski, R. 2002. Stability charts for uniform slopes, Journal of Geotechnical and Geoenvironmental Engineering, 128(4): 351-355.
    29. Qian, Z., A. Li, R. Merifield and A. Lyamin. 2014. Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods, International Journal of Geomechanics, 15(3): 06014022.
    30. Ridley, A., B. McGinnity and P. Vaughan. 2004. Role of pore water pressures in embankment stability, Proceedings of the Institution of Civil Engineers-Geotechnical engineering, 157(4): 193-198.
    31. Shiau, J., R. Merifield, A. Lyamin and S. Sloan. 2011. Undrained stability of footings on slopes, International Journal of Geomechanics, 11(5): 381 - 390.
    32. Sloan, S. 2013. Geotechnical stability analysis, Géotechnique , 63(7): 531.
    33. Sun, J. and Z. Zhao. 2013. Stability charts for homogenous soil slopes, Journal of Geotechnical and Geoenvironmental Engineering, 139(12): 2212-2218.
    34. Taylor, D. W. 1937. Stability of earth slopes, 24(3): 197 -247.
    35. Tschuchnigg, F., H. F. Schweiger, S. Sloan, A. Lyamin and I. Raissakis. 2015. Comparison of finite-element limit analysis and strength reduction techniques.
    36. Valdés, J. J. 2018. Extreme learning machines with heterogeneous data types, Neurocomputing, 277:38 -52
    37. Wulandari, S. N. 2019. Stability Charts for Footings on Cohesive -Frictional Slopes Subjected to Pore-Water Pressure by Limit Analysis Method, National Taiwan University of Science and Technology, Taipei.
    38. Yang, C. X., Tham, L. G., Feng, X. T., Wang, Y. J. and Lee, P. K. K. 2004. Two -Stepped Evolutionary Algorithm and Its Application to Stability Analysis of Slopes, Journal of Computing in Civil Engineering, 18(2): 145.
    39. Yu, H., R. Salgado, S. Sloan and J. Kim. 1998. Limit analysis versus limit equilibrium for slope stability, Journal of Geotechnical and Geoenvironmental Engineering, 124(1): 1-11.

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