Research on Slope Stability Based on Improved PSO-BP Neural Network
Author:
Clc Number:

TP183

  • Article
  • | |
  • Metrics
  • |
  • Reference [32]
  • |
  • Related [20]
  • | | |
  • Comments
    Abstract:

    Slope stability research is extremely important for the prevention and control of geologic hazards, but since factors affecting slope stability are rather diverse, indefinite, and nonlinear, slope stability analysis is always a hot but difficult problem. Studies have shown that neural network prediction models can be effectively applied in slope stability analysis. However, such models also have disadvantages of low accuracy in prediction, poor robustness, and slow convergence. Thus, an improved slope stability prediction model is proposed based on the PSO-BP model. In this model, input parameters include bulk density, cohesion, internal friction angle, slope angle, slope height and pore pressure ratio, and the output parameter is safety factor. The model borrows the idea of mutation in genetic algorithm to improve the global optimization, and applies the negative gradient descent principle of the energy function to improve the convergence speed. With the data cleaning process, eighty highquality slope data are obtained from over a hundred pieces of raw data. Then fifty data are randomly selected as the test data. Finally, a ten-fold cross-validation method is used to verify the accuracy of the model. Comparisons in multiple dimensions are also made with other models. The results show that: (1) Compared with traditional models, the presented model has significant improvement in aspects of convergence speed, accuracy, and robustness;(2) With small sample data, applying K-fold crossvalidation to the slope stability neural network prediction model can effectively avoid the contingency of the results;(3) The model has a small error of 4.31%, which meets the engineering accuracy requirements, so the model can provide reference for slope stability analysis and disaster prevention in real engineering projects.

    Reference
    [1] 黄润秋.20 世纪以来中国的大型滑坡及其发生机制 [J].岩石力学与工程学报,2007,26(3):433?454.Huang R Q.Large?scale landslides and their sliding mechanisms in China since the 20th century[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(3):433?454.(in Chinese)
    [2] 陈祖煜,弥宏亮,汪小刚.边坡稳定三维分析的极限平衡方法[J].岩土工程学报,2001,23(5):525?529.Chen Z Y,Mi H L,Wang X G.A three?dimensional limit equilibrium method for slope stability analysis[J].Chinese Journal of Geotechnical Engineering,2001,23(5):525?529.(in Chinese)
    [3] Duncan J M.State of the art:limit equilibrium and finite?element analysis of slopes[J].Journal of Geotech? nical Engineering,1996,123(7):577?596.
    [4] 赵尚毅,郑颖人,邓卫东.用有限元强度折减法进行节理岩质边坡稳定性分析[J].岩石力学与工程学报,2003,22(2):254?260.Zhao S Y,Zheng Y R,Deng W D.Stability analysis on jointed rock slope by strength reduction FEM[J].Chinese Journal of Rock Mechanics and Engineering,2003,22(2):254?260.(in Chinese)
    [5] 陈国庆,黄润秋,石豫川,等.基于动态和整体强度折减法的边坡稳定性分析[J].岩石力学与工程学报,2014,33(2):243?256.Chen G Q,Huang R Q,Shi Y C,et al.Stability analy? sis of slope based on dynamic and whole strength reduc? tion methods[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(2):243?256.(in Chinese)
    [6] 冯夏庭,王泳嘉,卢世宗.边坡稳定性的神经网络估计 [J].工程地质学报,1995,3(4):54?61.Feng X T,Wang Y J,Lu S Z.Neural network estima? tion of slope stability[J].Journal of Engineering Geolo? gy,1995,3(4):54?61.(in Chinese)
    [7] Jin W,Zhao J L,Luo S W,et al.The improvements of BP neural network learning algorithm[C]∥ 5th Interna? tional Conference on Signal Processing.Beijing:Institute of Electrical and Electronics Engineers,2000:1647?1649.
    [8] 赵胜利,吴雅琴,刘燕,等.基于 SOM?BP 复合神经网络的边坡稳定性分析[J].河北农业大学学报,2007,30(3):105?108.Zhao S L,Wu Y Q,Liu Y,et al.Analysis of slope sta? bility based on SOM?BP neural network[J].Journal of Agricultural University of Hebei.2007,30(3):105?108.(in Chinese)
    [9] 马文涛.基于PSO和 LSSVM 的边坡稳定性评价方法 [J].岩土力学,2009,30(3):845?848.Ma W T.Evaluation of rock slope stability based on PSO and LSSVM[J].Rock and Soil Mechanics,2009,30(3):845?848.(in Chinese)
    [10] Wang K,Xu F.Slope stability evaluation based on PSO?PP[J].Applied Mechanics & Materials,2011,580?583:486?489.
    [11] Xue X,Li Y,Yang X,et al.Prediction of slope stabili? ty based on GA?BP hybrid algorithm[J].Neural Net? work World,2015,25(2):189?202.
    [12] 胡军,董建华,王凯凯,等.边坡稳定性的 CPSO?BP 模型研究[J].岩土力学,2016,37(增 1):577?582,590.Hu J,Dong J H,W K K,et al.Research on CPSO?BP model of slope stability[J].Rock and Soil Mechanics,2016,37(Sup1):577?582,590.(in Chinese)
    [13] 臧焜岩,李梅红.基于 GA?BP 模型的露天矿边坡稳定性预测[J].中国矿业,2019,28(6):144?148.Zang K Y,Li M H.Slope stability prediction of open?pit mine based on GA?BP model[J].China Min? ing Magazine,2019,28(6):144?148.(in Chinese)
    [14] Kennedy J,Eberhart R.Particle Swarm Optimization [C]//Piscataway,NJ:IEEE Service Center.Proc IEEE int Conf on Networks.IEEE,NJ,1995:1942?1948.
    [15] Eberhart R,Kennedy J.A new optimizer using particle swarm theory[C].Nagoya:Mhs95 Sixth International Symposium on Micro Machine & Human Science.IEEE,1995:39?43.
    [16] 叶鸥,张璟,李军怀.中文数据清洗研究综述[J].计算机工程与应用,2012,48(14):121?129.Ye O,Zhang J,Li J H.Survey of Chinese data cleaning [J].Computer Engineering and Applications,2012,48(14):121?129.(in Chinese)
    [17] 王江.数据清洗技术研究及清洗框架的设计与实现 [D].内蒙古:内蒙古大学,2016.Wang J.Research on data cleaning technology with the design and implementation of data cleaning framework [D].Inner Mongolia:Inner Mongolia University,2016.(in Chinese)
    [18] Bagley J D.The behavior of adaptive systems which employ genetic and correlation algorithms:technical re? port[M].Michigan:University of Michigan,1967.
    [19] 李红亚,彭昱忠,邓楚燕,等.GA 与PSO的混合研究综述[J].计算机工程与应用,2018,54(2):20?28,39.Li H Y,Peng Y Z,Deng C Y,et al.Review of hybrids of GA and PSO[J].Computer Engineering and Appli? cations,2018,54(2):20?28,39.(in Chinese)
    [20] 郭子奇,杨双锁,李彦斌,等.基于 PSO?BP 神经网络的地铁盾构场地土体参数反演[J].太原理工大学学报,2020,51(2):171?176.Guo Z Q,Yang S S,Li Y B,et al.Back analysis of soil parameters of metro shield site based on PSO?BP neural network[J].Journal of Taiyuan University of Technology,2020,51(2):171?176.(in Chinese)
    [21] Moussa R,AzarD.A PSO?GA approach targeting fault?prone software modules[J].Journal of Systems and Software,2017,132:41?49.
    [22] Hagan M T,Demuth H B,Beale M H.Neural net? work design[M].Beijing:China Machine Press,2002.
    [23] 姜德义,朱合华,杜云贵.边坡稳定性分析与滑坡防治[M].重庆:重庆大学出版社,2005.Jiang D Y,Zhu H H,Du Y G.Slope stability analysis and landslide prevention[M].Chongqing:Chongqing University Press,2005.(in Chinese)
    [24] 康璇,徐光黎,刘府生,等.降雨条件下多层结构喷出岩滑坡孔隙水压力变化与稳定性分析[J].中国地质灾害与防治学报,2018,29(1):15?22.Kang X,Xu G L,Liu F S,et al.Pore pressure and sta? bility analysis of a multi?layered volcanic rock landslide under continuous rainfall[J].The Chinese Journal of Geological Hazard and Control,2018,29(1):15?22.(in Chinese)
    [25] Zienkiewicz O C,Humpheson C,Lewis R W.Associat? ed and non?associated visco?plasticity and plasticity in soil mechanics[J].Géotechnique,1975,25(4):671?689.
    [26] 饶运章,张学焱,利坚,等.边坡安全系数与滑坡概率关系分析[J].长江科学院院报,2017,34(5):63?67.Rao Y Z,Zhang X Y,Li J,et al.Relationship between slope safety factor and landslide probability[J].Journal of Yangtze River Scientific Research Institute,2017,34(5):63?67.(in Chinese)
    [27] 潘家铮.建筑物的抗滑稳定和滑坡分析[M].北京:水利出版社,1980.Pan J Z.Anti?sliding stability and landslide analysis of buildings[M].Beijing:Chinese Water Conservancy Press,1980(.in Chinese)
    [28] 孙平定,蔡润,谢成阳,等.基于遗传优化神经网络的边坡稳定性评价[J].现代电子技术,2019,42(5):75?78.Sun P D,Cai R,Xie C Y,et al.Slope stability evalua? tion based on genetic optimization neural network[J].Modern Electronics Technique,2019,42(5):75?78.(in Chinese)
    [29] 陈建宏,郑荣凯,陈浩.基于PCA和 BP 神经网络边坡稳定性分析[J].中国安全生产科学技术,2014,10(5):142?147.Chen J H,Zheng R K,Chen H.Analysis on slope sta? bility based on combination of PCA and BP neural net? work[J].Journal of Safety Science and Technology,2014,10(5):142?147.(in Chinese)
    [30] 贺可强,雷建和.边坡稳定性的神经网络预测研究[J].地质与勘探,2001,37(6):72?75.He K Q,Lei J H.Research on neural network predic? tion of slope stability [J].Geology and Prospecting,2001,37(6):72?75.(in Chinese)
    [31] Ling H,Qian C,Kang W,et al.Combination of sup? port vector machine and k?fold cross validation to pre? dict compressive strength of concrete in marine environ? ment[J].Construction and Building Materials,2019,206:355?363.
    [32] 李小春,任伟,王少泉,等.论金属矿山排土场设计规范中边坡极限平衡计算方法的选取[J].岩石力学与工程学报,2011,30(增 2):4136?4142.Li X C,Ren W,Wang S Q,et al.Selection of limit equilibrium methods in the design specifition for waste dump of metal mine[J].Chinese Journal of Rock Me? chanics and Engineering,2011,30(Sup 2):4136?4142.(in Chinese)
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation

HU Shaowei, LI Yuanhao, SHAN Changxi, XUE Xiang, YANG Huiqin. Research on Slope Stability Based on Improved PSO-BP Neural Network[J].,2023,43(4):854-861

Copy
Share
Article Metrics
  • Abstract:222
  • PDF: 430
  • HTML: 45
  • Cited by: 0
History
  • Received:May 27,2021
  • Revised:July 25,2021
  • Online: September 16,2023