›› 2002, Vol. 23 ›› Issue (6): 737-741.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

3-D back-analysis of initial ground stress based on ANN-RBF

JIANG Zhong-ming1,2, XU Wei-ya1   

  1. 1.Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. College of Civil & Hydropower Engineering, China Three Gorges University, Yichang 443002, China
  • Received:2001-11-26 Online:2002-12-10 Published:2016-09-04

Abstract: Most of the methods which used to estimate the initial ground stress are reviewed. A new approach integrating the theory of finite element method and theory of artificial neural network based on radial basis function (RBF-ANN) was suggested to simulated the initial ground stress. Over fitting could be avoided by using ANN-RBF during the back analysis process. The new approach based on the 3D-FEM integrated the advantage of other methods and took into account of the influence of diverse factors including fault on the initial ground stress. Therefore, back-analysis results are more reliability. Case study shows that the reasonability of initial ground stress simulated by using this approach. In addition, the faults have been considered in 3D-FEM model to evaluate the influence on the initial ground stress and it is helpful to understand the distributing law of initial ground stress.

Key words: artificial neural network, radial basis function, initial ground stress, 3D back-analysis

CLC Number: 

  • TU 452
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • [1] ZHANG She-rong, HU An-kui, WANG Chao, PENG Zhen-hui, . Three-dimensional intelligent inversion method for in-situ stress field based on SLR-ANN algorithm [J]. , 2017, 38(9): 2737-2745.
    [2] WANG Xu,KANG Fei,LI Jun-jie. Back analysis of earthquake-induced permanent deformation parameters of earth-rock dams [J]. , 2014, 35(1): 279-286.
    [3] ZHANG Le-wen, ZHANG De-yong, LI Shu-cai, QIU Dao-hong. Application of RBF neural network to rockburst prediction based on rough set theory [J]. , 2012, 33(S1): 270-276.
    [4] WANG Wei , ZHOU Jie , WANG Shui-lin , LI Xian-fu. Research on three-dimensional modeling of strata block based on radial basis function [J]. , 2012, 33(3): 939-944.
    [5] SHI Yong-qiang , ZHAO Jian-bin , YANG Jun. Optimized neural network model for predicting ultimate bearing capacity of statically-pressured pipe pile based on principal component analysis [J]. , 2011, 32(S2): 634-640.
    [6] ZHANG Yan , PENG Chong , LI Xing. Three-dimensional radial point interpolation meshfree method and its application to consolidation analysis [J]. , 2011, 32(6): 1898-1904.
    [7] LIU Yong-jian,LI Zhang-ming. Grey-relation analysis and neural networks model for relationship between physico-mechanical indices and microstructure parameters of soft soils [J]. , 2011, 32(4): 1018-1024.
    [8] WANG Xue-qing, SHAN Ren-liang. Application of on artificial neural networks to blasting fragment prediction [J]. , 2008, 29(S1): 529-532.
    [9] QIN Zhong-cheng, LIU Cheng-lun, ZHAO Zhi-ye, LI Qing-hai. Back analysis of initial ground stresses by 3D-FSM considering influence of terrain and tectonic stress [J]. , 2008, 29(7): 1848-1852.
    [10] LUAN Mao-tian, YE Xiang-ji, YANG Qing, LI Yong. Application of generalized-node-based meshfree method to consolidation analysis based on Biot’s equations in soil mechanics [J]. , 2008, 29(5): 1227-1232.
    [11] LIANG Gui-lan , XU Wei-ya , HE Yu-zhi , ZHAO Yan-xi . Study and application of PSO-RBFNN model to nonlinear time series forecasting for geotechnical engineering [J]. , 2008, 29(4): 995-1000.
    [12] Lü Ai-zhong , MO Xiao-ming . Application of intelligent prediction to time-effect deformation analysis for the partition frusta of Three Gorges Permanent Shiplock [J]. , 2007, 28(5): 1066-1068.
    [13] YI Da , LIU Jie-rong , GE Xiu-run . Research on relationship between confining pressure, peak strength and strain in triaxial compression with improved PSO-based ANN [J]. , 2007, 28(12): 2639-2642.
    [14] LIN Yu-liang , LU Dan-mei , YANG Er-jing,. Application of neural network methods based on gray theory the flood proving slope stability Analysis [J]. , 2006, 27(S2): 384-388.
    [15] YAN Bin ,ZHOU Jing,. Seepage real-time forecast model based on genetic neural network [J]. , 2006, 27(S1): 147-150.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] ZHANG Kai,ZHOU Hui,FENG Xia-ting,FANG Jing-nian,ZHANG Yuan-gang. Discussion on forms of continuum equation for Biot’s consolidation[J]. , 2009, 30(11): 3273 -3277 .
    [2] YANG Yu-wen. Applicability of computational methods for soil-nailing walls[J]. , 2009, 30(11): 3357 -3364 .
    [3] QI Le,SHI Jian-yong,CAO Quan. Method for calculating rational thickness of cushion in rigid pile composite ground[J]. , 2009, 30(11): 3423 -3428 .
    [4] YU Li-yuan,LI Shu-cai,XU Bang-shu. Stability analysis of Zhoushan subsea tunnel with drill-and-blast construction method[J]. , 2009, 30(11): 3453 -3459 .
    [5] YU Jun, TONG Li-yuan, LIU Song-yu, TANG Jin-song. Simulation and analysis of controlling water in tunnel based on preferred plane theory[J]. , 2009, 30(12): 3825 -3830 .
    [6] YU Li, WANG Ming-nian, FANG Dun-min, CHEN Wei-tao. Study of quantification theory of rocky surrounding rock sub-classification during construction[J]. , 2009, 30(12): 3846 -3850 .
    [7] ZHANG Sha-sha,XIE Yong-li,YANG Xiao-hua,DAI Zhi-ren. Research on microstructure of crude coarse grain saline soil under freezing and thawing cycles[J]. , 2010, 31(1): 123 -127 .
    [8] LIANG Jian-wen, WEI Xin-lei, Vincent W LEE. 3-D scattering of plane P waves by a circular-arc alluvial valley[J]. , 2010, 31(2): 461 -470 .
    [9] LI Zhi-yong, DENG Zong-wei. Study of dynamic response rule of prestressed anchor sheet-pile wall[J]. , 2010, 31(2): 645 -648 .
    [10] LIU Xue-zhu,CHEN Guo-xing. Effective stress path and failure pattern of Nanjing fine sand with flake-shape structure under vibrating load of rail transit[J]. , 2010, 31(3): 719 -726 .