A new approach for seepage parameter inversion of earth-rockfill dams based on an improved sparrow search algorithm

被引:10
|
作者
Zhou, Yang [1 ,2 ]
Li, Chuyin [1 ]
Pang, Rui [1 ,2 ,5 ,6 ,7 ]
Li, Yichuan [1 ]
Xu, Yongsheng [3 ]
Chen, Jiansheng [4 ]
机构
[1] Dalian Univ Technol, Sch Infrastructure Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[3] China Special Equipment Inspect & Res Inst, Beijing 100013, Peoples R China
[4] Power China Zhongnan Engn Corp Ltd, Changsha 410014, Hunan, Peoples R China
[5] 2 Linggong Rd,High Tech Zone, Dalian 116024, Peoples R China
[6] Dalian Univ Technol DUT, Sch Infrastructure Engn, Dalian, Peoples R China
[7] Dalian Univ Technol DUT, State Key Lab Coastal & Offshore Engn, Dalian, Peoples R China
关键词
Inverse analysis; Pore water pressure; Earth-rockfill dams; Improved sparrow search algorithm; Seepage parameter; BEE COLONY ALGORITHM; OPTIMIZATION;
D O I
10.1016/j.compgeo.2023.106036
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper introduces a novel seepage parameter inversion method for earth-rockfill dams. The method utilizes pore water pressure data and employs a radial basis function (RBF) neural network as a surrogate model, which is optimized with the improved chaos sparrow search algorithm (ICSSA) using a hybrid strategy. The improved surrogate model (ICSSA-RBF) establishes a nonlinear relationship between the seepage parameter and pore water pressure. Unlike the original algorithm, the algorithm proposed in this paper can avoid three principal problems: the optimization search falling into a local optimal value, the population diversity decreasing during the iteration process, and the RBF neural network being prone to overfitting. The ICSSA, which is proficient in recognizing an objective function's significant values, is also chosen for identifying the parameters. To validate the effectiveness of the proposed approach, four classical test functions, a numerical model, and an actual engineering project are considered for the comparative analysis. The study outcomes reveal that ICSSA-RBF exhibits an exceptional level of prediction accuracy, with a mean relative error of less than 5 parts per thousand. The findings also affirm the potential of the proposed approach in parameter identification and its superiority in facilitating the evaluation of seepage parameters in earth-rockfill dams.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] A novel inversion approach for seepage parameter of concrete face rockfill dams based on an enhanced sparrow search algorithm
    Feng, Yaxin
    Tian, Bin
    Shen, Zhenzhong
    Sun, Yiqing
    Zhang, Hongwei
    Xu, Liqun
    Gan, Lei
    Wang, Runying
    COMPUTERS AND GEOTECHNICS, 2025, 183
  • [2] Seismic fragility analysis for earth-rockfill dams based on deformation
    Wang, Du-Bo
    Liu, Han-Long
    Yu, Tao
    Yang, Gui
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (05): : 814 - 819
  • [3] Inversion of the Seepage Parameters of Earth/Rockfill Dams Considering the Coupling Effect of Seepage and Thermal Transfer
    Nan, Shenghao
    Ren, Jie
    Ma, Zhaoyang
    Kang, Jie
    Sui, Jiaheng
    COMPUTERS AND GEOTECHNICS, 2024, 165
  • [4] Dynamic probability evaluation of safety levels of earth-rockfill dams using Bayesian approach
    Fan, Zi-wu
    Jiang, Shu-hai
    Zhang, Ming
    WATER SCIENCE AND ENGINEERING, 2009, 2 (02) : 61 - 70
  • [5] Parameter Optimization of Washout Algorithm Based on Improved Sparrow Search Algorithm
    Zhao, Li
    Shi, Hu
    Zhao, Wan-Ting
    Li, Qing-Hua
    JOURNAL OF NANOELECTRONICS AND OPTOELECTRONICS, 2024, 19 (08) : 864 - 873
  • [7] Seismic safety analysis of high earth-rockfill dams based on seismic deformational fragility
    Jin C.-C.
    Chi S.-C.
    Nie Z.-B.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2020, 42 (02): : 334 - 343
  • [8] Seismic reliability analysis of high earth-rockfill dams based on deformation control criteria
    Lü X.-L.
    Chi S.-C.
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2019, 41 (03): : 519 - 525
  • [9] The Inversion Analysis and Material Parameter Optimization of a High Earth-Rockfill Dam during Construction Periods
    Pan, Shiyang
    Li, Tongchun
    Shi, Guicai
    Cui, Zhen
    Zhang, Hanjing
    Yuan, Li
    APPLIED SCIENCES-BASEL, 2022, 12 (10):
  • [10] Seepage safety evaluation of high earth-rockfill dams considering spatial variability of hydraulic parameters via subset simulation
    Xu, Mingyang
    Pang, Rui
    Zhou, Yang
    Xu, Bin
    JOURNAL OF HYDROLOGY, 2023, 626