›› 2005, Vol. 26 ›› Issue (4): 505-512.

• Fundamental Theroy and Experimental Research •     Next Articles

Improved Bathe’s algorithm for seepage problems with free surfaces

ZHENG Hong1,2, DAI Hui-chao1, LIU De-fu1   

  1. 1. China Three Gorges University, Yichang 443002, China; 2. Institute of Rock & Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2004-06-08 Online:2005-04-09 Published:2013-12-19

Abstract: A new variational inequality formulation is proposed for seepage problems with free surfaces. The formulation enforces a Signorini’s type of boundary condition on the potential seepage boundaries. The singularity of the seepage points is hence eliminated theoretically; and the location of the seepage points is also determined. Meanwhile, through replacing the step Heaviside function with a continuous Heaviside function dependent on a mesh parameter during discretization, the mesh dependency inherent in Bathe’s algorithm is overcome and the numerical stability is significantly improved.

Key words: seepage, free boundary problems, Bathe’s algorithm, variational inequality

CLC Number: 

  • O 357.3
  • 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] LIU Meng-shi, LUO Qiang, JIANG Liang-wei, LU Qing-yuan, LIANG Duo-wei, . Boundary pore characteristics and optimal treatment thickness in seepage test of coarse grained soil [J]. Rock and Soil Mechanics, 2019, 40(5): 1787-1796.
    [2] XU Qiang, XIAO Ming, CHEN Jun-tao, NI Shao-hu, . Solution to seepage monitoring data deficiency and judgement of seepage stability [J]. Rock and Soil Mechanics, 2019, 40(4): 1526-1534.
    [3] XIE Qiang, TIAN Da-lang, LIU Jin-hui, ZHANG Jian-hua, ZHANG Zhi-bin, . Simulation of seepage flow on soil slope and special stress-correction technique [J]. Rock and Soil Mechanics, 2019, 40(3): 879-892.
    [4] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
    [5] WANG Qi-qian, ZHOU Hong-fu, FU Wen-xi, YE Fei, . Analysis for influence of water flow drag force on stability of slope shallow soil [J]. Rock and Soil Mechanics, 2019, 40(2): 759-766.
    [6] WANG Hua-bin, LI Jian-mei, JIN Yi-xuan, ZHOU Bo, ZHOU Yu, . The numerical methods for two key problems in rainfall-induced slope failure [J]. Rock and Soil Mechanics, 2019, 40(2): 777-784.
    [7] YIN Xiao-meng, YAN E-chuan, LIU Xu-yao, LI Xing-ming, . Study on force of underground water in soil stability calculation [J]. Rock and Soil Mechanics, 2019, 40(1): 156-164.
    [8] YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226.
    [9] WANG Peng-fei, LI Chang-hong, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Experimental study of seepage characteristics of soil-rock mixture with different rock contents in fault zone [J]. Rock and Soil Mechanics, 2018, 39(S2): 53-61.
    [10] DING Hong-yan, JIA Nan, ZHANG Pu-yang, . Research of seepage characteristics and penetration resistance during installation of bucket foundations in sand [J]. , 2018, 39(9): 3130-3138.
    [11] XIONG Feng, SUN Hao, JIANG Qing-hui, YE Zu-yang, XUE Dao-rui, LIU Ru-yan,. Theoretical model and experimental verification on non-linear flow at low velocity through rough-walled rock fracture [J]. , 2018, 39(9): 3294-3302.
    [12] ZHANG Chen-yang, ZHANG Ming, ZHANG Tai-li, SUN Qiang, YANG Long,. Impact of dyke and its residual soil on seepage and stability of Zhonglin landslide [J]. , 2018, 39(7): 2617-2625.
    [13] KONG Yang, ZHU Zhen-de, RUAN Huai-ning, . Stress-seepage coupling characteristics of jointed rock mass under three principal stresses [J]. , 2018, 39(6): 2008-2016.
    [14] LI Zheng, HE Chuan, YANG Sai-zhou, YANG Wen-bo,. Seepage model experiments on urban tunnel influenced by dynamic and hydrostatic head [J]. , 2018, 39(5): 1767-1774.
    [15] YUAN Tao, JIANG Zhong-ming, LIU De-qian, XIONG Xiao-hu,. Experiment on the seepage damage coarse grain soil [J]. , 2018, 39(4): 1311-1316.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] XIE Gui-hua,ZHANG Jia-sheng,YIN Zhi-zheng. Spatiotemporal model of ground deformation caused by groundwater gathering based on stochastic medium theory[J]. , 2010, 31(1): 282 -286 .
    [2] QU Wan-bo, LIU Xin-rong, FU Yan, QIN Xiao-ying. Numerical simulation of preliminary lining of large section crossing tunnels constructed with PBA method[J]. , 2009, 30(9): 2799 -2804 .
    [3] . Numerical implementation of discontinuities in dual media 3D model for thermo-hydro-mechanical coupling[J]. , 2010, 31(2): 638 -644 .
    [4] WU Ai-hong, CAI Liang-cai, GU Qiang-kang. Research on ground treatment of airport with sulphate saline soil by heavy cover replacement technique[J]. , 2010, 31(12): 3880 -3886 .
    [5] SU Guo-shao, SONG Yong-chun, YAN Liu-bin. Application of Gaussian process machine learning to slope stability evaluation[J]. , 2009, 30(3): 675 -679 .
    [6] DENG Zong-wei, LENG Wu-ming, LI Zhi-yong, YUE Zhi-ping. Finite element analysis of time effect for coupled problem of temperature and stress fields in slope supported by shotcrete[J]. , 2009, 30(4): 1153 -1158 .
    [7] KONG Xiang-xing, XIA Cai-chu, QIU Yu-liang, ZHANG Li-ying, GONG Jian-wu. Study of construction mechanical behavior of parallel-small spacing metro tunnels excavated by shield method and cross diaphragm (CRD) method in loess region[J]. , 2011, 32(2): 516 -524 .
    [8] WANG Song-he, QI Ji-lin. Uniaxial relaxation characteristics of Lanzhou loess[J]. , 2011, 32(S1): 225 -229 .
    [9] AN Guang-ming , YANG Qiu-yu , YANG Li-jian , DENG Xiao-ning. Comparison between static and dynamic elastic moduli of rock mass in a nuclear power plant[J]. , 2011, 32(S1): 565 -0569 .
    [10] CAI Chun , ZHANG Meng-xi. Analysis of ultimate pullout resistance of geogrids with strengthening ribs[J]. , 2011, 32(S2): 340 -345 .