Notice：
News: Another formal entry in international databases! 2023-02-08 Good news! Journal of Mining Science and Technology is included by Scopus database! 2022-03-22
Volume 2 Issue 2
. 
Turn off MathJax
Article Contents
Article Navigation >  Journal of Mining Science and Technology  > 2017  >  2(2): 120-128
Zhang Na, Zhang Bo, Liu Longbiao, Sheng Hailong. Numerical analysis of slope stability under the effect of rainfall infiltration[J]. Journal of Mining Science and Technology, 2017, 2(2): 120-128.
Citation: Zhang Na, Zhang Bo, Liu Longbiao, Sheng Hailong. Numerical analysis of slope stability under the effect of rainfall infiltration[J]. Journal of Mining Science and Technology, 2017, 2(2): 120-128.
shu

Numerical analysis of slope stability under the effect of rainfall infiltration

  • 1.

    State Key Laboratory for GeoMechanics and Deep Underground Engineering,Beijing 100083,China;2 .School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China

  • Received Date: 2016-08-24
  • Publish Date: 2017-04-29
    Abstract
  • Rainfall is one of the major causes for instability and failure of slopes,as a result,slope sliding and destruction are closely related to rainfall infiltration.This paper selected the eastern slope of the open pit on the west side of the Ⅶ orebody of the Tonglüshan Ancient Copper Mine site as the analysis object.Firstly,numerical calculation models were set up according to the engineering hydrogeological conditions and the occurrence of the investigated slope.Then,by using the SEEP/W module of the GEO-STUDIO software,the internal seepage characteristics of the slope under different rainfall intensities were simulated.Finally,combining with the SLOPE/W module,the coefficients of slope stability under various rainfall conditions were calculated.The results have shown that with the increase of rainfall intensity,the internal seepage field of the eastern slope of the open pit mine changed significantly,and the coefficient of slope stability was negatively correlated with the rainfall intensity.
    • FullText(HTML)
  • loading
    • References(34)
  • [1]
    曾维国,车兆学,李旭,等.基于 Bishop 法的露天矿边坡稳定分析与实现[J].采矿与安全工程学报,2012,29(2):265-270.
    [2]
    Zeng Weiguo,Che Zhaoxue,Li Xu,et al.Analysis and implementation of surface mine slope stability based on bishop method [J].Journal of Mining & Safety Engineering,2012,29(2):265-270.
    [3]
    彭振斌,李俊,彭文祥.基于 Bishop 条分法的边坡可靠度应用研究[J].中南大学学报:自然科学版,2010,41(2):668-672.
    [4]
    Peng Zhenbin,Li Jun,Peng Wenxiang.Application analysis of slope reliability based on Bishop analytical method [J].Journal of Central South University:Science and Technology,2010,41(2):668-672.
    [5]
    戴自航,沈蒲生.土坡稳定分析简化 Bishop 法的数值解[J].岩土力学,2002,23(6):328-332.
    [6]
    Dai Zihang,Shen Pusheng.Numerical solution of simplified Bishop method for stability analysis of soil slopes [J].Rock and Soil Mechanics,2002,23(6):328-332.
    [7]
    张峰,董琳瑛.准东露天煤矿近水平层理边坡滑坡变形机理[J].辽宁工程技术大学学报,2012,31(6):855-858.
    [8]
    Zhang Feng,Dong Linying.Deformation mechanism of slope slide with near horizontal stratification at open pit coal mine in Eastern Junggar Basin [J].Journal of Liaoning Technical University,2012,31(6):855-858.
    [9]
    汪伟,申俊敏,赵建斌.基于强度折减法的黄土边坡可靠度分析[J].交通科技,2013(6):43-45.
    [10]
    Wang Wei,Shen Junmin,Zhao Jianbin.Reliability analysis of loess slope based on shear strength reduction method [J].Transportation Science & Technology,2013(6):43-45.
    [11]
    孟庆辉,方锐,阙金声.混沌优化算法在土质边坡稳定性分析中的应用[J].工程地质学报,2009,17(1):115-118.
    [12]
    Meng Qinghui,Fang Rui,Que Jinsheng.Chaos optimization algorithm applied in stability analysis of soil slope [J].Journal of Engineering Geology,2009,17(1):115-118.
    [13]
    李龙起,罗书学,魏文凯,等.降雨入渗对含软弱夹层顺层岩质边坡性状影响的模型试验研究[J].岩石力学与工程学报,2013,32(9):1772-1778.
    [14]
    Li Longqi,Luo Shuxue,Wei Wenkai,et al.Model tests of rainfall infiltration effect on bedding rock slope with weak interlayer [J].Chinese Journal of Rock Mechanics and Engineering,2013,32(9):1772-1778.
    [15]
    李宁,许建聪.基于ABAQUS的边坡降雨入渗边界的开发及其验证[J].水资源与水工程学报,2015,26(1):197-202.
    [16]
    Li Ning,Xu Jiancong.Development and verification of boundary of slope rainfall infiltration based on ABAQUS [J].Journal of Water Resources & Water Engineering,2015,26(1):197-202.
    [17]
    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):197-202.
    [18]
    Fu Hongyuan,Zeng Ling,Wang Guiyao,et al.Stability analysis of soft rock slope under rainfall infiltration [J].Rock and Soil Mechanics,2012,33(8):197-202.
    [19]
    Wu Changfu,Zhu Xiangrong.Analysis of soil slope’s transient stability under intensive rainfall [J].Rock and Soil Mechanics,2006(6):2152-2156.
    [20]
    殷坤龙,汪洋,唐仲华.降雨对滑坡的作用机理及动态模拟研究[J].地质科技情报,2002,21(1):73-78.
    [21]
    Yin Kunlong,Wang Yang,Tang Zhonghua.Mechanism and dynamic simulation of landslide by precipitation [J].Geological Science and Technology Information,2002,21(1):73-78.
    [22]
    薛中洲,曾田,吴逢春.降雨渗流对边坡稳定性影响分析[J].路基工程,2008(5):132-133.
    [23]
    Xue Zhongzhou,Zeng Tian,Wu Fengchun.Analysis of slope stability under the effect of rainfall infiltration [J].Subgrade Engineering,2008(5):132-133.
    [24]
    程永辉,程展林,张元斌.降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J].岩土工程学报,2011,33(1):409-414.
    [25]
    Cheng Yonghui,Cheng Zhanlin,Zhang Yuanbin.Centrifugal model tests on expansive soil slope under rainfall [J].Chinese Journal of Geotechnical Engineering,2011,33(1):409-414.
    [26]
    周宏博,孙树林,尚文涛,等.降雨雨型和强度对土边坡稳定性影响分析[J].科学技术与工程,2012,11(12):2602-2606.
    [27]
    Zhou Hongbo,Sun Shulin,Shang Wentao,et al.Analysis of the soil slope stability influenced by rainfall pattern and intensity [J].Science Technology and Engineering,2012,11(12):2602-2606.
    [28]
    高华喜,殷坤龙.降雨与滑坡灾害相关性分析及预警预报阀值之探讨[J].岩土力学,2007,28(5):1055-1060.
    [29]
    Gao Huaxi,Yin Kunlong.Discuss on the correlations between landslides and rainfall and threshold for landslide early-warning and prediction [J].Rock and Soil Mechanics,2007,28(5):1055-1060.
    [30]
    李焯芬,陈 虹.雨水渗透与香港滑坡灾害[J].水文地质工程地质,1997 (4):34-38.
    [31]
    Li Daofen,Chen Hong.The relation between landslide and rainfall in Hong Kong [J].Hydrogeology and Engineering Geology,1997 (4): 34-38.
    [32]
    Guidicini G,Iwasa O Y.Tentative correlation between rainfall and landslides in a humid tropical environment [J].Bulletin of Engineering Geology and the Environment,1977,16(1):13-20.
    [33]
    刘新荣,张梁,于瑜,等.降雨条件下酉阳大涵边坡滑动机制研究[J].岩土力学,2013,34(10):2898-2904.
    [34]
    Liu Xinrong,Zhang Liang,Yu Yu,et al.Research on sliding mechanism of Dahan slope in Youyang County under rainfall condition [J].Rock and Soil Mechanics,2013,34(10):2898-2904.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (873) PDF downloads(385) Cited by()
    Proportional views

    Beijing ICP backup 05066826

    Address： Office Building 3, China University of Mining and Technology (Beijing), No. 11, Xueyuan Road, Haidian District, Beijing

    Tel： 010-62339662, 010-62339897, 010-62339528Email： kykxxb@cumtb.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return