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Volume 52 Issue 10
Oct.  2022
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HUANG Ming, YU Zhou, LIU Xu. Intelligent Inversion for Material Parameters of Diversion Canal Slopes and Dynamic Stability Analysis[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 242-245. doi: 10.13204/j.gyjzG21121316
Citation: HUANG Ming, YU Zhou, LIU Xu. Intelligent Inversion for Material Parameters of Diversion Canal Slopes and Dynamic Stability Analysis[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 242-245. doi: 10.13204/j.gyjzG21121316

Intelligent Inversion for Material Parameters of Diversion Canal Slopes and Dynamic Stability Analysis

doi: 10.13204/j.gyjzG21121316
  • Received Date: 2021-12-13
    Available Online: 2023-03-22
  • The finite element method was used to simulate diversion canal slopes. The calculated displacement values and soil material mechanical parameter values were substituted into the input layer and output layer of the RBF neural network for training. The nonlinear relation between material parameters of multi-layer soils and displacement was obtained, and an intelligent inversion model of material parameters was established. According to monitoring displacement values at different times, the corresponding soil mechanical parameters were obtained by inversion analysis, and the parameters were used for finite element analysis to verify the accuracy of the inversion model. Combined with the inversion results, the safety factor of stability for diversion canal slopes at any time was calculated by the strength reduction method of finite elements, and the dynamic change law of slope stability was studied.
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  • [1]
    FONSECA A V, SILVA S R, CRUZ N. Geotechnical characterization by in situ and lab tests to the back analysis of a supported excavation in Metro do Porto[J]. Geotechnical and Geological Engineering,2010,28(3):251-264.
    [2]
    向衍,苏怀智,吴中如.基于大坝安全监测资料的物理力学参数反演[J].水利学报,2004,35(8):98-102.
    [3]
    舒实,施建勇.气压和温度变化共同作用下垃圾填埋场边坡稳定性研究[J].岩土工程学报,2022,44(1):82-89.
    [4]
    黄铭,闫彭彭,刘俊.降雨及时效影响下高边坡复杂位移多点神经网络监控模型[J].工业建筑,2016,46(9):99-102.
    [5]
    DUNCAN J M. State of art:limit equilibrium and finite-element analysis of slopes[J].Journal of Geotechnical and Eoenvironmental Engineering,ASCE,1996,122(7):577-596.
    [6]
    黄正荣,梁精华.有限元强度折减法在边坡三维稳定分析中的应用[J].工业建筑,2006,36(6):59-64.
    [7]
    UGAI K A. Method of Calculation of Total Factor of Safety of Slopes by Elasto-Plastic FEM[J]. Soils and Foundations, JGS,1989,29(2):190-195.
    [8]
    ZIENKIEWICZ O C, HUMPHESON C, LEWIS R W. Associated and Non-Associated Visco-Plasticity and Plasticity in Soil Mechanics[J]. Geotechnique,1975,25(4):671-689.
    [9]
    栾茂田,武亚军,年廷凯.强度折减有限元法中边坡失稳的塑性区判据及其应用[J].防灾减灾工程学报,2003(3):1-8.
    [10]
    赵尚毅,郑颖人,张玉芳.极限分析有限元法讲座:Ⅱ有限元强度折减法中边坡失稳的判据探讨[J].岩土力学,2005(2):332-336.
    [11]
    陶宇,梁伟桥,谢卫兵.有限元强度折减法分析边坡稳定性的判据研究[J].工业建筑,2019,49(2):103-106.
    [12]
    袁俊平,邱豪磊,胡有方,等.土石坝力学参数反演技术研究进展与展望[J].水利水电科技进展,2021,41(3):1-10.
    [13]
    刘学德.岸坡多层土体力学参数同时反演及分层迭代反演研究[D].合肥:合肥工业大学,2018.
    [14]
    张治军,唐玲,刘大炜,等.改性土填方渠道力学参数反演分析[J].人民长江,2014,45(21):10-12

    ,29.
    [15]
    水利水电科学研究院,水利水电规划设计总院,水利电力情报研究所,水利水电岩石力学与工程情报网.岩石力学参数手册[M].北京:水利电力出版社,1991.
    [16]
    中华人民共和国水利部.水利水电工程边坡设计规范:SL 386-2007[S].北京:中国水利水电出版社,2007. 2209000020803939

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