• 中国出版政府奖提名奖

    中国百强科技报刊

    湖北出版政府奖

    中国高校百佳科技期刊

    中国最美期刊

    Volume 44 Issue 2
    Feb.  2019
    Turn off MathJax
    Article Contents
    Liu Yi, Zhao Binbin, Yin Kunlong, Chen Lixia, Gui Lei, Liang Xin, 2019. Sensitivity Analysis of Maliulin Landslide Stability Based on Orthogonal Design. Earth Science, 44(2): 677-684. doi: 10.3799/dqkx.2018.195
    Citation: Liu Yi, Zhao Binbin, Yin Kunlong, Chen Lixia, Gui Lei, Liang Xin, 2019. Sensitivity Analysis of Maliulin Landslide Stability Based on Orthogonal Design. Earth Science, 44(2): 677-684. doi: 10.3799/dqkx.2018.195

    Sensitivity Analysis of Maliulin Landslide Stability Based on Orthogonal Design

    doi: 10.3799/dqkx.2018.195
    • Received Date: 2018-09-15
    • Publish Date: 2019-02-15
    • Taken Maliulin landslide as a case, the friction angle, cohesive strength, hydraulic conductivity, immersion ratio, reservoir drawdown rate and rainfall are chosen as influential factors and orthogonal experiment was carried out. Sensitivity analysis was performed using range analysis.Results show that the stability of Maliulin landslide is mainly influenced by its self-factors, and the reservoir and rainfall have limited impact on landslide stability. Landslide stability is most sensitive to friction angle, followed by hydraulic conductivity, cohesive strength and immersion ratio. The initial landslide stability is mainly influenced by friction angle and cohesive strength. As the decreasing of immersion ratio, the landslide stability has limited increase. The changed ratio of factor of safety is mainly influenced by hydraulic conductivity in which a critical value K0 existed. When hydraulic conductivity is greater than K0, the landslide stability increases with the increasing of permeability coefficient. On the contrary, the landslide stability decreases with the decreasing of hydraulic conductivity when hydraulic conductivity is less than K0.

       

    • loading
    • Chen P..2012.Study on the Stability and Its Influence Factors for Highway Bedding Rock Slopes (Dissertation).Zhejiang University, Hangzhou (in Chinese with English abstract).
      Jia S.X..2002.Some Questions in the Assessment and Investigation of the Landslides in the Three Gorges Reservoir.Hubei Geology & Mineral Resources, 16(4):44-46 (in Chinese with English abstract). http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=hbdk200204009
      Li Y.Y..2007.The Deformation Mechanics and Stability Study of Bedding Bank Rock Slopes in the Head Area of the Three Gorges Reservoir (Dissertation).China University of Geosciences, Wuhan (in Chinese with English abstract).
      Li Y.Y..2007.The Deformation Mechanics and Stability Study of Bedding Bank Rock Slopes in the Head Area of the Three Gorges Reservoir (Dissertation).China University of Geosciences, Wuhan (in Chinese with English abstract).
      Li Y.Y., Yin K.L., Chai B., et al.2008.Study on Statistical Rule of Shear Strength Parameters of Soil in Landslide Zone in Three Gorges Reservoir Area.Rock and Soil Mechanics, 29(5):1419-1424, 1429 (in Chinese with English abstract). http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytlx200805053
      Liu C.C., Yin K.L., Li Y.Y..2010.Stability Calculation and Sensitivity Analysis of Wenjia Landslide, Badong County.Hydrogeology & Engineering Geology, 37(1):113-117, 123 (in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-SWDG201001026.htm
      Ni H., Liu Y.R., Long Z.G..2002.Applications of Orthogonal Design to Sensitivity Analysis of Landslide.Chinese Journal of Rock Mechanics and Engineering, 21(7):989-992 (in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-YSLX200207011.htm
      Shang Y.Q., Sun H.Y., Hou L.G., et al.2005.Study on the Stability of Pebbly Clay Slopes with Pipe Drainage System.Chinese Journal of Rock Mechanics and Engineering, 24(8):1371-1375 (in Chinese with English abstract). http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=yslxygcxb200508015
      Singh V.P..1998.Entropy-Based Parameter Estimation in Hydrology.Springer, Netherlands, 231-251. http://www.cabdirect.org/abstracts/19991902508.html
      Song K., Yan E.C., Zhu D.P., et al.2011.Base on Permeability of Landslide and Reservoir Water Change to Research Variational Regularity of Landslide Stability.Rock and Soil Mechanics, 32(9):2798-2802 (in Chinese with English abstract).
      Su Q., Liang M.J., Yuan D.Y., et al.2016.Geomorphic Features of the Bailongjiang River Drainage Basin and Its Relationship with Geological Disaster.Earth Science, 41(10):1758-1770 (in Chinese with English abstract). http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dqkx201610011
      Uchida T., Kosugi K., Mizuyama T..2001.Effects of Pipeflow on Hydrological Process and Its Relation to Landslide:A Review of Pipeflow Studies in Forested Headwater Catchments.Hydrological Processes, 15(11):2151-2174. https://doi.org/10.1002/hyp.281
      Xia M., Ren G.M., Zhu S.S., et al.2015.Relationship between Landslide Stability and Reservoir Water Level Variation.Bulletin of Engineering Geology and the Environment, 74(3):909-917. https://doi.org/10.1007/s10064-014-0654-0
      Yu M.L., Mei H.B., Li J.H., et al.2016.Landslide Displacement Prediction Based on Varying Coefficient Regression Model in Three Gorges Reservoir Area.Earth Science, 41(9):1593-1602 (in Chinese with English abstract). http://d.old.wanfangdata.com.cn/Periodical/dqkx201609014
      Zhang B.T..1991.Finite Comparison Method for the Test on Goodness of Fit.Chinese Journal of Geotechnical Engineering, 13(6):84-91 (in Chinese with English abstract).
      Zhang W.T., Yu H.M..2009.Applications of Orthogonal Experiment Design to Sensitivity Analysis of Bank Landslide.Safety and Environmental Engineering, 16(5):13-16 (in Chinese with English abstract). http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=dzktaq200905004
      Zhang Z., Li S.H., Ma L..2005.Probability Analysis of Relationship between Landslide and Rainfall in Chongqing Area.Chinese Journal of Rock Mechanics and Engineering, 24(17):3185-3191(in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-YSLX200517028.htm
      陈鹏.2012.公路顺层岩质边坡稳定及其影响因素分析(博士学位论文).杭州: 浙江大学.
      贾淑霞.2002.湖北省三峡库区滑坡勘查评价几个问题的商榷.湖北地矿, 16(4):44-46. doi: 10.3969/j.issn.1671-1211.2002.04.009
      李长江, 麻土华, 朱兴盛.2008.降雨型滑坡预报的理论、方法及应用.北京:地质出版社.
      李远耀.2007.三峡库首区顺层基岩岸坡变形机制与稳定性研究(硕士学位论文).武汉: 中国地质大学.
      李远耀, 殷坤龙, 柴波, 等.2008.三峡库区滑带土抗剪强度参数的统计规律研究.岩土力学, 29(5):1419-1424.1429. doi: 10.3969/j.issn.1000-7598.2008.05.053
      刘长春, 殷坤龙, 李远耀.2010.巴东县文家滑坡稳定性计算及其敏感性分析.水文地质工程地质, 37(1):113-117, 123. http://d.old.wanfangdata.com.cn/Periodical/swdzgcdz201001023
      倪恒, 刘佑荣, 龙治国.2002.正交设计在滑坡敏感性分析中的应用.岩石力学与工程学报, 21(7):989-992. doi: 10.3321/j.issn:1000-6915.2002.07.010
      尚岳全, 孙红月, 侯利国, 等.2005.管网渗流系统对含碎石粘性土边坡的稳定作用.岩石力学与工程学报, 24(8):1371-1375. doi: 10.3321/j.issn:1000-6915.2005.08.015
      宋琨, 晏鄂川, 朱大鹏, 等.2011.基于滑体渗透性与库水变动的滑坡稳定性变化规律研究.岩土力学, 32(9):2798-2802. doi: 10.3969/j.issn.1000-7598.2011.09.039
      苏琦, 梁明剑, 袁道阳, 等.2016.白龙江流域构造地貌特征及其对滑坡泥石流灾害的控制作用.地球科学, 41(10):1758-1770. http://earth-science.net/WebPage/Article.aspx?id=3377
      喻孟良, 梅红波, 李冀骅, 等.2016.基于变系数回归模型的三峡库区滑坡位移预测.地球科学, 41(9):1593-1602. http://earth-science.net/WebPage/Article.aspx?id=3364
      张博庭.1991.用有限比较法进行拟合优度检验.岩土工程学报, 13(6):84-91. doi: 10.3321/j.issn:1000-4548.1991.06.011
      张万涛, 余宏明.2009.正交试验设计方法在库岸滑坡敏感性分析中的应用.安全与环境工程, 16(5):13-16. doi: 10.3969/j.issn.1671-1556.2009.05.004
      张珍, 李世海, 马力.2005.重庆地区滑坡与降雨关系的概率分析.岩石力学与工程学报, 24(17):3185-3191. doi: 10.3321/j.issn:1000-6915.2005.17.029
    • 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

      Figures(9)  / Tables(6)

      Article views (4786) PDF downloads(41) Cited by()
      Proportional views

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return