Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 37 Issue 4
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LI Ning, XU Jian-cong. Development and application of three-dimensional rainfall infiltration module based on ABAQUS[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 667-674. DOI: 10.11779/CJGE201504012
Citation: LI Ning, XU Jian-cong. Development and application of three-dimensional rainfall infiltration module based on ABAQUS[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 667-674. DOI: 10.11779/CJGE201504012
shu

Development and application of three-dimensional rainfall infiltration module based on ABAQUS

  • 1. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: July 22, 2014
  • Published Date: May 05, 2015
    Graphical Abstract
    • Abstract
  • In order to overcome the limitation of ABAQUS in simulating rainfall infiltration, Python language is used to modify the rainfall infiltration boundary in ABAQUS, the rainfall boundary is considered as an uncertain boundary and is solved by iterative algorithm, and then a rainfall module is developed. This module overcomes the unchanged infiltration rate which is adopted in ABAQUS, thus the ABAQUS’s function in rainfall infiltration analysis is improved. Compared with the column infiltration tests, the validity of this module is confirmed. On this basis, the rainfall infiltration process of anti-slide pile slope is studied. The results show that the anti-slide pile can improve slope stability, however, under rainfall conditions, the anti-slide pile will reduce the effective drainage section, the underground water from trailing of the slope cannot discharge in time, and this will have adverse effect on the slope stability. So, for pluvial regions, the adverse effect of rainfall should be considered in anti-slid pile design. With the aid of the powerful features of ABAQUS, the proposed module may provide a good research platform for more complicated rainfall problems in the future.
    • FullText(HTML)
    • References (22)
  • [1]
    DAI F C, LEE C F, NGAI Y Y. Landslide risk assessment and management: an overview[J]. Engineering Geology, 2002, 64(1): 65-87.
    [2]
    戚国庆, 黄润秋, 速宝玉, 等. 岩质边坡降雨入渗过程的数值模拟[J]. 岩石力学与工程学报, 2003, 22(4): 625-629. (QI Guo-qing, HUANG Run-qiu, SU Bao-yu, et al. Numerical simulation on rainfall infiltration on rock slope[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(4): 625-629. ( in Chinese))
    [3]
    CAI F, UGAI K. Numerical analysis of rainfall effects on slope stability[J]. International Journal of Geomechanics, 2004, 4(2): 69-78.
    [4]
    吴长富, 朱向荣, 尹小涛, 等. 强降雨条件下土质边坡瞬态稳定性分析[J]. 岩土力学, 2008, 29(2): 386-391. (WU Chang-fu, ZHU Xiang-rong, YIN Xiao-tao, et al. Analysis of soil slope’s transient stability under intensive rainfall[J]. Rock and Soil Mechanics, 2008, 29(2): 386-391.(in Chinese))
    [5]
    付宏渊, 曾铃, 王桂尧, 等. 降雨入渗条件下软岩边坡稳定性分析[J]. 岩土力学, 2012, 33(8): 2359-2365. (FU Hong-yuan, ZENG Ling, WANG Gui-yao, et al. Stability analysis of soft rock slope under rainfall infiltration[J]. Rock and Soil Mechanics, 2012, 33(8): 2359-2365. (in Chinese))
    [6]
    唐栋, 李典庆, 周创兵, 等. 考虑前期降雨过程的边坡稳定性分析[J]. 岩土力学, 2013, 34(11): 3239-3248. (TANG Dong, LI Dian-qing, ZHOU Chuang-bing, et al. Slope stability analysis considering antecedent rainfall process[J]. Rock and Soil Mechanics, 2013, 34(11): 3239-3248. (in Chinese))
    [7]
    GRIFFITHS D V, MARQUEZ R M. Three-dimensional slope stability analysis by elasto-plastic finite elements[J]. Géotechnique, 2007, 57(6): 537-546.
    [8]
    WEI W B, CHENG Y M, LI L. Three-dimensional slope failure analysis by the strength reduction and limit equilibrium methods[J]. Computers and Geotechnics, 2009, 36: 70-80.
    [9]
    徐晗, 朱以文, 蔡元奇, 等. 降雨入渗条件下非饱和土边坡稳定分析[J]. 岩土力学, 2005, 26(12): 1957-1962. (XU Han, ZHU Yi-wen, CAI Yuan-qi, et al. Stability analysis of unsaturated soil slopes under rainfall infiltration[J]. Rock and Soil Mechanics, 2005, 26(12): 1957-1962. (in Chinese))
    [10]
    崔亮, 崔可锐. 基于ABAQUS对降雨条件下非饱和土坡稳定性的研究[J]. 合肥工业大学学报, 2012, 35(11): 1560-1564. (CUI Liang, CUI Ke-rui. Stability studies of unsaturated soil slope under rainfall conditions based on ABAQUS[J]. Journal of Hefei University of Technology, 2012, 35(11): 1560-1564. (in Chinese))
    [11]
    朱伟, 程南军, 陈学东, 等. 浅谈非饱和渗流的几个基本问题[J]. 岩土工程学报, 2006, 28(2): 235-240. (ZHU Wei, CHENG Nan-jun, CHEN Xue-dong, et al. Some fundamental problems of unsaturated seepage[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(2): 235-240. (in Chinese))
    [12]
    SANTOSO A M, PHOON K K, QUEK S T. Effects of soil spatial variability on rainfall-induced landslides[J]. Computers and Structures, 2011, 89: 893-900.
    [13]
    章正, 张本卓. 应用ABAQUS模拟边坡降雨入渗的评价性分析[J]. 中国科技信息, 2012, 9: 80. (ZHANG Zheng, ZHANG Ben-zhuo. Evaluation of ABAQUS’s performance in simulating rainfall infiltration into slope[J]. China Science and Technology Information, 2012, 9: 80. (in Chinese))
    [14]
    陈学东. 浅层非饱和带降雨入渗规律的试验与数值研究[D]. 南京: 河海大学, 2005. (CHEN Xue-dong. Rainfall infiltration pattern in the vadose zone[D]. Nanjing: Hohai University, 2005. (in Chinese))
    [15]
    MEIN R G, LARSON C L. Modeling infiltration during a steady rain[J]. Water Resources Research, 1973, 9(2): 384-394.
    [16]
    高润德, 彭良泉, 王钊. 雨水入渗作用下非饱和土边坡的稳定性分析[J]. 人民长江, 2001, 32(11): 25-27. (GAO Run-de, PENG Liang-quan, WANG Zhao. Unsaturated soil slope stability analysis under rain infiltration[J]. Yangtze River, 2001, 32(11): 25-27. (in Chinese))
    [17]
    吴宏伟, 陈守义, 庞宇威. 雨水入渗对非饱和土坡稳定性影响的参数研究[J]. 岩土力学, 1999, 20(1): 1-14. (NG Wang-wai Charles, CHEN Shou-yi, PANG Yue-wai. Parametric study of effects of rain infiltration on unsaturated slopes[J]. Rock and Soil Mechanics, 1999, 20(1): 1-14. (in Chinese))
    [18]
    李兆平, 张弥. 考虑降雨入渗影响的非饱和土边坡瞬态安全系数研究[J]. 土木工程学报, 2001, 34(5): 57-61. (LI Zhao-ping, ZHANG Mi. Effects of rain infiltration on transient safety of unsaturated soil slope[J]. China Civil Engineering Journal, 2001, 34(5): 57-61. (in Chinese))
    [19]
    GU C S, WU H Z, SU H Z. Research on stability of the accumulated rock-soil body of reservoir bank under rainfall condition[J]. Science in China Series E: Technological Sciences, 2009, 52(9): 2528-2535.
    [20]
    费康, 张建伟. ABAQUS在岩土工程中的应用[J]. 北京: 中国水利水电出版社, 2010. (FEI Kang, ZHANG Jian-wei. Application of ABAQUS software in geotechnical engineering[M]. Beijing: China Water and Power Press, 2010. (in Chinese))
    [21]
    朱伟, 陈学东, 钟小春. 降雨入渗规律的实测与分析[J]. 岩土力学, 2006, 27(11): 1873-1879. (ZHU Wei, CHEN Xue-dong, ZHONG Xiao-chun. Observation and analysis of rainfall infiltration[J]. Rock and Soil Mechanics, 2006, 27(11): 1873-1879. (in Chinese))
    [22]
    年廷凯, 徐海洋, 刘红帅. 抗滑桩加固边坡三维数值分析中的几个问题[J]. 岩土力学, 2012, 33(8): 2521-2535. (NIAN Ting-kai, XU Hai-yang, LIU Hong-shuai. Several issues in three-dimensional numerical analysis of slopes reinforced with anti-slide piles[J]. Rock and Soil Mechanics, 2012, 33(8): 2521-2535. (in Chinese))
    • Related Articles

  • Related Articles

    [1]MA Peng-fei, LI Shu-chen, YUAN Chao, ZHOU Hui-ying, WANG Man-ling, WANG Xiu-wei. Simulations of crack propagation in rock-like materials by peridynamics based on SED criterion[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1109-1117. DOI: 10.11779/CJGE202106014
    [2]YU Zhi-fa, YU Chang-yi, LIU Feng, YAN Shu-wang. Application of numerical manifold method in crack propagation[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(4): 751-757. DOI: 10.11779/CJGE202004019
    [3]YU Shu-yang, WANG Hai-jun, REN Ran, TANG Lei, ZHONG Lin-wei, ZHANG Zhi-tao, TANG Zi-xuan. Propagation of double internal cracks under uniaxial tension based on 3D-ILC[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2367-2373. DOI: 10.11779/CJGE201912024
    [4]WANG Hai-jun, ZHANG Jiu-dan, REN Ran, TANG Lei, ZHONG Ling-wei. Embedded cracks in brittle solids induced by laser-medium interaction (3D-ILC)[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2345-2352. DOI: 10.11779/CJGE201912021
    [5]CHEN Guo-qing, PAN Yuan-gui, ZHANG Guo-zheng, ZHANG Guang-ze, WANG Dong. Thermal infrared precursor information of crack propagation for rock bridges[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1817-1826. DOI: 10.11779/CJGE201910005
    [6]LI Meng, ZHU Zhe-ming, LIU Rui-feng, LIU Bang. Influences of holes on dynamic propagation behaviors of blasting cracks[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2191-2199. DOI: 10.11779/CJGE201812005
    [7]ZUO Jian-ping, CHEN Yan, SONG Hong-qiang, WEI Xu. Evolution of pre-peak axial crack strain and nonlinear model for coal-rock combined body[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(9): 1609-1615. DOI: 10.11779/CJGE201709008
    [8]ZHU Lei, HUANG Run-qiu, YAN Ming, CHEN Guo-qing. Step-path failure mechanism of rock slopes based on crack coalescence modes in rock mass[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1216-1224. DOI: 10.11779/CJGE201707007
    [9]RUAN Bin, CHEN Guo-xing, WANG Zhi-hua. Numerical simulation of cracks of homogeneous earth dams using an extended finite element method[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 49-54.
    [10]SUN Yuelin, SHEN Zhenzhong, WU Yuejian, XUE Jianfeng. Analytic model for tracing crack propagation under coupled mechanical-hydrological environment[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(2): 199-204.
    • Supplements (0)

  • Cited by

    Periodical cited type(13)

    1. 汪云飞，王海军，赵新铭，汤雷，潘建伍. 热载荷下脆性固体中三维平行内裂纹的相互作用：实验和数值模拟（英文）. Journal of Central South University. 2023(01): 331-350 .
    2. 胡南燕，黄建彬，罗斌玉，李雪雪，陈敦熙，曾子懿，付晗，娄家豪. 环氧树脂基脆性透明岩石相似材料配比试验研究. 岩土力学. 2023(12): 3471-3480 .
    3. Jiyun Xu，Hanzhang Li，Haijun Wang，Lei Tang. Experimental study on 3D internal penny-shaped crack propagation in brittle materials under uniaxial compression. Deep Underground Science and Engineering. 2023(01): 37-51 .
    4. Haijun Wang，Hanzhang Li，Lei Tang，Xuhua Ren，Qingxiang Meng，Chun Zhu. Fracture of two three-dimensional parallel internal cracks in brittle solid under ultrasonic fracturing. Journal of Rock Mechanics and Geotechnical Engineering. 2022(03): 757-769 .
    5. Haijun Wang，Hanzhang Li，Lei Tang，Jianchun Li，Xuhua Ren. Fracturing behavior of brittle solids containing 3D internal crack of different depths under ultrasonic fracturing. International Journal of Mining Science and Technology. 2022(06): 1245-1257 .
    6. 王海军，乐成军，汤雷，赵初，李汉章，戚海棠. 基于3D-ILC含水平内裂纹脆性固体三点弯断裂特性研究. 岩土力学. 2021(10): 2773-2784 .
    7. 王海军，顾浩，任然，汤雷，郁舒阳，戚海棠. 基于3D-ILC脆性材料双共面与障碍内裂纹扩展特性. 煤炭学报. 2021(S1): 263-273 .
    8. 张志韬，王海军，汤雷，赵初，李汉章，苏正洋. 基于3D-ILC含偏心内裂纹半圆弯拉断裂特性研究. 岩土力学. 2020(01): 111-122+131 .
    9. 王海军，郁舒阳，李汉章，任然，汤雷，朱文炜. 基于3D-ILC超声场致脆性固体单内裂纹扩展规律研究. 岩石力学与工程学报. 2020(05): 938-948 .
    10. 王海军，郁舒阳，汤子璇，汤雷，任然，徐进. 基于3D-ILC含60°内裂纹脆性球体Ⅰ-Ⅱ-Ⅲ型断裂研究. 岩土力学. 2020(05): 1573-1582 .
    11. 王海军，张珂，任然，汤雷，郁舒阳. 基于3D-ILC含60°平行双内裂纹脆性巴西圆盘断裂特性. 工程科学与技术. 2020(04): 184-193 .
    12. 金爱兵，王树亮，王本鑫，孙浩，陈帅军，朱东风. 基于DIC的3D打印交叉节理试件破裂机制研究. 岩土力学. 2020(12): 3862-3872 .
    13. 王海军，郁舒阳，任然，汤雷，李欣昀，贾宇. 基于3D-ILC含内裂纹孔口脆性固体断裂特性试验. 岩土力学. 2019(06): 2200-2212 .

    Other cited types(3)

Catalog

    Get Citation
    PDF
    XML
    Article views (725) PDF downloads (980) Cited by(16)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return