›› 2006, Vol. 27 ›› Issue (5): 749-753.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Three-dimensional numerical simulation on perclolation of rainfall in rock mass slope of Three Gorges Project ship lock

DAI Hui-chao1, 2, ZHU Yue-ming3, TIAN Bin1   

  1. 1.College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China; 2.China Yangtze Three Gorges Project Development Corporation, Yichang 443002, China; 3.College of Civil and Hydropower Engineering, China Three Gorges University, Yichang 443002; China
  • Received:2004-09-08 Online:2006-05-10 Published:2013-11-05

Abstract: Based on the generalized Darcy’s Law which can describe the anisotropy of infiltration tensors and the relative permeable degree theory related to relevant fundamental seepage theory of a fractural rock mass, 3-D nonlinear finite element method was applied to simulate the process of three dimensional saturated-unsaturated and unsteady percolation diffusion in the high slope of the Three Gorges Project(TGP) permanent shiplock during continuous rainfall. The distribution of infiltration fields in the slope during continuous rainfall and the maximum value of the external water pressure acting on the concrete lining wall were reached in the different typical rainfall time. The authors can evaluate further the influence of the rainfall infiltration on stability and safety of the lining wall of TGP ship lock. Results can demonstrate that the concrete lining wall of TGP shiplock chambers has more larger safety, and the drainage system designed in the TGP ship lock slope is in good conditions, the influence of rainfall on the external water pressure will be small especially very strong rainfall continuous rainfall.

Key words: permanent shiplock of Three Gorges Project, high slope, saturated-unsaturated seepage, rain infiltration, exit surface of unsaturated seepage, external water pressure, finite element method

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] WANG Xiang-nan, LI Quan-ming, YU Yu-zhen, YU Jia-lin, LÜ He, . Simulation of the failure process of landslides based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(6): 2435-2442.
    [2] QIU Min, YUAN Qing, LI Chang-jun, XIAO Chao-chao, . Comparative study of calculation methods for undrained shear strength of clay based on cavity expansion theory [J]. Rock and Soil Mechanics, 2019, 40(3): 1059-1066.
    [3] ZHENG An-xing, LUO Xian-qi, CHEN Zhen-hua, . Hydraulic fracturing coupling model of rock mass based on extended finite element method [J]. Rock and Soil Mechanics, 2019, 40(2): 799-808.
    [4] SONG Jia, GU Quan, XU Cheng-shun, DU Xiu-li,. Implementation of fully explicit method for dynamic equation of saturated soil in OpenSees [J]. , 2018, 39(9): 3477-3485.
    [5] SONG Jia, DU Xiu-li, XU Cheng-shun, SUN Bao-yin,. Research on the dynamic responses of saturated porous media-pile foundation-superstructure system [J]. , 2018, 39(8): 3061-3070.
    [6] LI Ning, GUO Shuang-feng, YAO Xian-chun,. Further study of stability analysis methods of high rock slopes [J]. , 2018, 39(2): 397-406.
    [7] LUO Xian-qi, ZHENG An-xing,. Application of extended finite element method in modelling fracture of rock mass [J]. , 2018, 39(2): 728-734.
    [8] LIU Zhong-yu, ZHANG Jia-chao, ZHENG Zhan-lei, GUAN Cong. Finite element analysis of two-dimensional Biot’s consolidation with Hansbo’s flow [J]. Rock and Soil Mechanics, 2018, 39(12): 4617-4626.
    [9] PEI Shu-feng, FENG Xia-ting, ZHANG Jian-cong, WANG Peng-fei, JIANG Quan,ZHOU Yang-yi, HAO Xian-jie, LIU Jun-feng,. Time-dependent relaxation characteristics of columnar jointed basalts in high-slope dam foundation during excavation [J]. , 2018, 39(10): 3743-3754.
    [10] LIU Zhen-ping, DU Gen-ming, CAI Jie, ZHOU Fan, LIU Jian, BIAN Kang,. Seamless coupling method of 3DGIS combined with 3DFEM simulation based on MeshPy [J]. , 2018, 39(10): 3841-3852.
    [11] TU Yi-liang, LIU Xin-rong, ZHONG Zu-liang, DU Li-bing, WANG Peng, . The unity of three types of slope failure criteria [J]. , 2018, 39(1): 173-180.
    [12] ZOU De-gao, LIU Suo, CHEN Kai, KONG Xian-jing, YU Xiang,. Static and dynamic analysis of seismic response nonlinearity for geotechnical engineering using quadtree mesh and polygon scaled boundary finite element method [J]. , 2017, 38(S2): 33-40.
    [13] HE Wei-jie, YANG Dong-ying, CUI Zhou-fei. Comparison of theoretical and numerical solution for vertical vibration of a pile considering transverse inertia effect [J]. , 2017, 38(9): 2757-2763.
    [14] LUO Tao, E. T. Ooi, A. H. C Chan, FU Shao-jun,. A combined DEM-SBFEM for modelling particle breakage of rock-fill materials [J]. , 2017, 38(5): 1463-1471.
    [15] WANG Rong-hua, ZHANG Qing, XIA Xiao-zhou. Fully coupled modeling of fractured saturated porous medium using extended finite element method [J]. , 2017, 38(5): 1489-1496.
    Viewed
    Full text


    Abstract

    Cited

      Shared   
      Discussed   
    [1] XIE Xing-hua, WANG Guo-qing. A study of anti-seepage wall depth in thick overburden dam base[J]. , 2009, 30(9): 2708 -2712 .
    [2] SONG Jing,WANG Qing,SUN Tie,LI Xiao-ru,ZHANG Zhong-qiong,JIAO Zhi-liang. Laboratory research on variation mechanism of pore water pressure during stage of dead-weight sludging drainage of dredger fill[J]. , 2010, 31(9): 2935 -2940 .
    [3] HU Yun-shi, SU Hui, CHENG Yi-chong, AI Zhi-yong. State space solution to three-dimensional consolidation of layered rock with compressible constituents[J]. , 2011, 32(S1): 176 -180 .
    [4] ZHANG Hong , ZHENG Ying-ren , YANG Zhen , WANG Qian-yuan , GE Su-ming. Exploration of design methods of support structure in loess tunnel[J]. , 2009, 30(S2): 473 -478 .
    [5] CHEN Jian-gong ,ZHOU Tao-tao ,ZHANG Yong-xing. Shock failure mechanism of zonal disintegration within surrounding rock in deep chamber[J]. , 2011, 32(9): 2629 -2634 .
    [6] ZHU Wen-hua MING Feng SONG Cheng-zi. Fractal study of rock damage under blasting loading[J]. , 2011, 32(10): 3131 -3135 .
    [7] CHEN Xu-guang , ZHANG Qiang-yong , DUAN Kang , LIU De-jun , ZHANG Ning . Research on application of optical sensor-based measuring method to model test[J]. , 2012, 33(5): 1409 -1415 .
    [8] LIU Hai-ming , YANG Chun-he , ZHANG Chao , MAO Hai-jun , CAO Jing . Study of characteristics of power function Mohr strength criterion for tailings material under high pressures[J]. , 2012, 33(7): 1986 -1992 .
    [9] GUO Chang-bao ,ZHANG Yong-shuang ,MENG Qing-wei ,ZHENG Guang ,LI Hai-hua . Research on shear strength of remolding diatomite by ring shear tests[J]. , 2013, 34(1): 109 -114 .
    [10] SONG Ren-qian ,ZHANG Zhong-miao . Study on socket length of rock-socketed piles in soft soil ground[J]. , 2003, 24(6): 1053 -1056 .