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基于ABAQUS的三维边坡降雨入渗模块的开发及其应用

李宁, 许建聪

李宁, 许建聪. 基于ABAQUS的三维边坡降雨入渗模块的开发及其应用[J]. 岩土工程学报, 2015, 37(4): 667-674. DOI: 10.11779/CJGE201504012
引用本文: 李宁, 许建聪. 基于ABAQUS的三维边坡降雨入渗模块的开发及其应用[J]. 岩土工程学报, 2015, 37(4): 667-674. DOI: 10.11779/CJGE201504012
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

基于ABAQUS的三维边坡降雨入渗模块的开发及其应用  English Version

基金项目: 国家自然科学基金项目(40872179)
详细信息
    作者简介:

    李宁(1982- ),男,博士,讲师,主要从事岩土工程、地下结构工程等方面的研究工作。E-mail:lining0017@163.com。

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

  • 摘要: 为了克服ABAQUS在进行降雨入渗模拟方面的局限性,采用Python语言对ABAQUS软件的降雨入渗边界进行二次开发,将降雨边界作为不定边界,采用迭代算法对降雨入渗边界进行处理,开发出基于ABAQUS软件的降雨入渗模块。该模块克服了ABAQUS软件中只能模拟降雨全部入渗,入渗率保持不变的单一情况,完善了ABAQUS软件的降雨入渗分析功能。通过与土柱入渗试验进行比较,证明开发出的降雨入渗模块是稳定可靠的。在此基础上,采用该模块研究了抗滑桩边坡的降雨入渗过程,结果表明:抗滑桩虽然可以有效的提高边坡的稳定性,但是,在降雨条件下,抗滑桩的存在减小了排水有效断面,使坡体后缘汇集而来的地下水得不到及时排泄,这又会对边坡稳定性产生不利影响。因此在多雨地区进行抗滑桩设计应充分考虑降雨所带来的不利影响,综合评价抗滑桩的加固效果。借助于ABAQUS的强大功能,该模块可以为以后进行更复杂的降雨相关问题的研究提供一个良好的研究平台。
    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.
  • [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))
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  • 收稿日期:  2014-07-22
  • 发布日期:  2015-05-05

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