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 36 Issue 7
Turn off MathJax
Article Contents
Abstract
References
TONG Zong-liang, ZENG Wei, LI Jun-jie. Dynamic stability analysis of soil slopes based on numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1281-1288. DOI: 10.11779/CJGE201407012
Citation: TONG Zong-liang, ZENG Wei, LI Jun-jie. Dynamic stability analysis of soil slopes based on numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1281-1288. DOI: 10.11779/CJGE201407012
shu

Dynamic stability analysis of soil slopes based on numerical manifold method

  • Dalian University of Technology, Dalian 116024, China

More Information
  • Received Date: October 24, 2013
  • Published Date: July 24, 2014
    Graphical Abstract
    • Abstract
  • Due to little researches on dynamic stability of soil slopes by using the numerical manifold method (NMM), NMM is adopted to analyze such a problem. The viscous damping is introduced to dissipate the energy of the system. Through a few numerical examples, the effectiveness of NMM to solve the permanent displacement of a slope is verified. Using the stress field of the slope under dynamic seismic time history, the time history of safety coefficient is obtained, and the most dangerous sliding surface of the slope under seismic time history is searched. The most dangerous sliding surface model is introduced into NMM to obtain the permanent displacement. The results of NMM are compared with those of the Newmark method, and they are similar. This study shows that NMM can effectively slove the dynamic stability problem and simulate the permanent displacement of soil slopes.
    • FullText(HTML)
    • References (26)
  • [1]
    石根华. 数值流形方法与非连续变形分析[M]. 裴觉民, 译.北京: 清华大学出版社, 1997. (SHI Gen-hua. Numerical manifold method (NMM) and discontinuous deformation analysis (DDA)[M]. PEI Jue-min, trans. Beijing: Tsinghua University Press, 1997. (in Chinese))
    [2]
    王芝银, 王思敬, 杨志法. 岩石大变形的流形方法[J].岩石力学与工程学报, 1997, 16(5): 399-404. (WANG Zhi-yin, WANG Si-jing, YANG Zhi-fa. Manifold method in analysis of large deformation for rock[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(5): 399-404. (in Chinese))
    [3]
    刘 军, 李仲奎. 非连续变形分析方法中一些控制参数的设置[J]. 成都理工大学学报: 自然科学版, 2004, 31(5): 522-526. (LIU Jun, LI Zhong-kui. Choice of some control constants in DDA method[J]. Journal of Chengdu University of Technology, 2004, 31(5): 522-526. (in Chinese))
    [4]
    焦 健, 乔春生. 弹塑性数值流形方法在边坡稳定分析中的应用[J]. 工程地质学报, 2009, 17(1): 119-125. (JIAO Jian, QIAO Chun-sheng. Elasto-plastic based numerical manifold method for stability and deformation analysis of rock slopes[J]. Journal of Engineering Geology, 2009, 17(1): 119-125. (in Chinese))
    [5]
    张国新, 赵 妍, 石根华, 等. 模拟岩石边坡倾倒破坏的数值流形法[J]. 岩土工程学报, 2007, 29(6): 800-805. (ZHANG Guo-xin, ZHAO Yan, SHI Geng-hua, et al. Toppling failure simulation of rock slopes by numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 800-805. (in Chinese))
    [6]
    王书法, 朱维申, 李术才, 等. 岩体弹塑性分析的数值流形方法[J]. 岩石力学与工程学报, 2002, 21(6): 900-904. (WANG Shu-fa, ZHU Wei-shen, LI Shu-cai, et al. Numerical manifold method of elastoplastic analysis for rockmass[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(6): 900-904. (in Chinese))
    [7]
    姜清辉, 王书法. 锚固岩体的三维数值流形方法模拟[J]. 岩石力学与工程学报, 2006, 25(3): 528-532. (JIANG Qing-hui, WANG Shu-fa. Three-dimensional numerical manifold method simulation of anchor bolt-supported rockmass[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 528-532. (in Chinese))
    [8]
    朱爱军, 邓安福, 曾祥勇. 数值流形方法对岩土工程开挖卸荷问题的模拟[J]. 岩土力学, 2006, 27(2): 179-183. (ZHU Ai-jun, DENG An-fu, ZENG Xiang-yong. The numerical manifold method for simulation of excavation in geotechnical engineering[J]. Rock and Soil Mechanics, 2006, 27(2): 179-183. (in Chinese))
    [9]
    曹文贵, 速宝玉. 岩体锚固支护的数值流形方法模拟及应用[J]. 岩土工程学报, 2001, 23(5): 581-583. (CAO Wen-gui, SU Bao-yu. A study on techniques of automatically forming of cover system of numerical manifold method[J]. Chinese Jour-nal of Geotechnical Engineering, 2001, 23(5): 581-583. (in Chinese))
    [10]
    位 伟, 姜清辉, 周创兵. 数值流形方法的阻尼, 收敛准则以及开挖模拟[J]. 岩土工程学报, 2012, 34(11): 2011-2018. (WEI Wei, JIANG Qing-hui, ZHOU Chuang-bing. Damping, convergence criterion and excavation simulation algorithm for numerical manifold method[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2011-2018. (in Chinese))
    [11]
    王水林, 葛修润. 流形元方法在模拟裂纹扩展中的应用[J].岩石力学与工程学报, 1997, 16(5): 405-410. (WANG shui-lin, GE Xiu-run. Application of manifold method in simulating crack propagation[J]. Chinese Journal of Rock Mechanics and Engineering, 1997, 16(5): 405-410. (in Chinese))
    [12]
    姜清辉, 周创兵. 四面体有限单元覆盖的三维数值流形方法[J]. 岩石力学与工程学报, 2005, 24(24): 4455-4460. (JANG Qing-hui, ZHOU Chuang-bing. Three-dimensional numerical manifold method with tetrahedron finite elements covers[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(24): 4455-4460. (in Chinese))
    [13]
    MIKI S, SASAKI T, KOYAMA T, et al. Development of coupled discontinuous deformation analysis and numerical manifold method (NMM-DDA)[J]. International Journal of Computational Methods, 2010, 7(1): 131-150.
    [14]
    HATZOR Y H, FEINTUCH A. The validity of dynamic block displacement prediction using DDA[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(4): 599-606.
    [15]
    HATZOR Y H, ARZI A A, ZASLAVSKY Y, et al. Dynamic stability analysis of jointed rock slopes using the DDA method: King Herod's Palace, Masada, Israel[J]. Internat-ional Journal of Rock Mechanics and Mining Sciences, 2004, 41(5): 813-832.
    [16]
    WU J H. Seismic landslide simulations in discontinuous deformation analysis[J]. Computers and Geotechnics, 2010, 37(5): 594-601.
    [17]
    KOO C Y, CHERN J C. Modification of the DDA method for rigid block problems[J]. International Journal of Rock Mechanics and Mining Sciences, 1998, 35(6): 683-693.
    [18]
    SASAKI T, HAGIWARA I, SASAKI K, et al. Earthquake response analysis of rock-fall models by discontinuous deformation analysis[C]//Proceedings of third Asian rock mechanics symposium. Kyoto, 2004: 1267-72.
    [19]
    NEWMARK N M. Effects of earthquakes on dams embankm-ents[J]. Géotechnique, 1965, 15(2): 139-160.
    [20]
    克拉夫R, 彭津J. 结构动力学[M]. 王光远, 译. 北京: 高等教育出版社, 2006. (CLOUGH R, PENZIEN J. Dynamics of structures[M]. WANG Guang-yuan, trans. Beijing: Higher Education Press, 2006. (in Chinese))
    [21]
    JIANG Q, CHEN Y, ZHOU C, et al. Kinetic energy dissipation and convergence criterion of discontinuous deformations analysis (DDA) for geotechnical engineering[J]. Rock Mechanics and Rock Engineering, 2013, 46(6): 1443-1460.
    [22]
    李俊杰, 邵龙潭, 邵 宇. 面板堆石坝地震永久变形计算方法研究[J]. 大连理工大学学报,1998, 38(5): 580-585. (LI Jun-jie, SHAO Long-tan, SHAO Yu. Study of calculation method of permanent deformation due to earthquake of concrete faced rockfilldam[J]. Journal of Dalian University of Technology, 1998, 38(5): 580-585. (in Chinese))
    [23]
    陈祖煜. 土质边坡稳定分析—原理·方法·程序[M]. 北京:中国水利水电出版社, 2003. (CHEN Zu-yu. Soil slope stability analysis: theory methods and programs[M]. Beijing: China Water Power Press, 2003. (in Chinese))
    [24]
    SAGASETA C. On the modes of instability of a rigid block on an inclined plane[J]. Rock Mechanics and Rock Engineering, 1986, 19(4): 261-266.
    [25]
    MACLAUGHLIN M, SITAR N, DOOLIN D, et al. Investigation of slope-stability kinematics using discontinuous deformation analysis[J]. International Journal of Rock Mechanics and Mining Sciences, 2001, 38(5): 753-762.
    [26]
    JIBSON R W. Predicting earthquake-induced landslide displacement using Newmark’s sliding block analysis[J]. Transportation Research Record, 1993: 9-9.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(7)

    1. 薛强，杜延军，胡黎明，詹良通，李江山. 环境土力学与工程研究进展. 土木工程学报. 2025(03): 83-112 .
    2. 王路君，王鹏，朱斌，王心博，杨颂清，陈云敏. 水合物开采模拟超重力试验装置的研发及应用. 岩土工程学报. 2024(02): 316-324 . 本站查看
    3. 张美晨，赵丽娟，王雅东，张凯. 复杂夹矸煤层三维孪生模型的构建与修正. 煤田地质与勘探. 2024(12): 40-53 .
    4. 孔凡玲，王滢，张粮，高盟，吴迪. 深海能源土含气储层力学特性三轴试验研究. 海洋工程. 2023(06): 148-157 .
    5. 袁思敏，王路君，朱斌，陈云敏. 考虑固相分解的含水合物沉积物体积应变分析模型. 岩土工程学报. 2022(06): 1044-1052 . 本站查看
    6. 年廷凯，宋晓龙，张浩，荣泽. 水合物注热开采影响下海底斜坡动态稳定性评价. 岩土工程学报. 2022(12): 2167-2176 . 本站查看
    7. 张一鸣，李赟鹏，李婧，丛俊余. 孔隙裂隙介质多场耦合数值计算进展. 山东大学学报(工学版). 2022(06): 63-78+95 .

    Other cited types(6)

Catalog

    Get Citation
    PDF
    XML
    Article views (368) PDF downloads (337) Cited by(13)
    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