Advanced Search
    Volume 34 Issue 4
    Turn off MathJax
    Article Contents
    Abstract
    References
    Related Articles
    FENG Chun, LI Shi-hai, WANG Jie. Stability analysis method for bedding rock slopes under seismic load[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 717-724.
    Citation: FENG Chun, LI Shi-hai, WANG Jie. Stability analysis method for bedding rock slopes under seismic load[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 717-724.
    shu

    Stability analysis method for bedding rock slopes under seismic load

    • Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China

    More Information
    • Published Date: April 19, 2012
      Abstract
    • The seismic load is considered as a dynamic load, which results in the loss of the cohesion and tensile strength of the structural face. A new stability analysis method is proposed based on the dynamic analysis approach and the limit equilibrium method. For getting the dynamic safety factor, the continuum-based discrete element method considered as a dynamic analysis approach is adopted to get the residual strength, and then the limit equilibrium method is used to calculate the safety factor under gravity according to the residual strength. The analysis shows that it is unsuitable using the pseudo-static method to evaluate the dynamic stability of bedding rock slopes. Three-stage feature (horizontal stage, quick-decline stage and horizontal stage) of dynamic safety factor can be obviously gotten by the proposed method, while the safety factor decreases gradually with the increase of the fortification intensity by the pseudo-static method. Moreover, the dynamic safety factor affected by the seismic frequency can also be obtained by the new method.
      • FullText(HTML)
      • References (17)
    • [1]
      洪海春 , 徐卫亚 . 地震作用下岩质边坡稳定性分析综述 [J]. 岩石力学与工程学报 , 2005, 24 (A01): 4827 – 4836. (HONG Hai-chun, XU Wei-ya. Review on the stability of rock slopes under seismic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (A01): 4827 – 4836. (in Chinese))
      [2]
      肖克强 . 地震荷载作用下顺层岩体边坡变性特征及稳定性研究 [D]. 武汉 : 中国科学院武汉岩土力学研究所 , 2006. (XIAO Ke-qiang. Study on deformation characteristics and stability of bedding slope under earthquake[D]. Wuhan: Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, 2006. (in Chinese))
      [3]
      杜晓丽 , 宋宏伟 , 魏京胜 . 地震对软弱夹层边坡稳定性影响数值模拟研究 [J]. 三峡大学学报 ( 自然科学版 ), 2010, 32 (1): 39 – 42. (DU Xiao-li, SONG Hong-wei, WEI Jing-sheng. Numerical simulation research on stability of slope with weak sandwich under seismic loadings[J]. Journal of China Three Gorges University (Natural Sciences), 2010, 32 (1): 39 – 42. (in Chinese))
      [4]
      艾 畅 , 冯 春 , 李世海 , 等 . 地震作用下顺层岩质边坡动力响应的试验研究 [J]. 岩石力学与工程学报 , 2010, 29 (9): 1825 – 1832. (AI Chang, FENG Chun, LI Shi-hai, et al. Experimental research on dynamic response of consequent rock slope under seismic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (9): 1825 – 1832. (in Chinese))
      [5]
      LESHCHINSKY D, SAN K Ching. Pseudo-static stability of slopes: design[J]. Journal of Geotechnical Engineering, ASCE, 1994, 120 (9): 1514 – 1532.
      [6]
      李维光 , 张继春 . 地震作用下顺层岩质边坡稳定性的拟静力分析 [J]. 山地学报 , 2007, 25 (2): 184 – 189. (LI Wei-guang, ZHANG Ji-chun. Equivalent static stability study on rock mass bedding slope under blasting[J]. Journal of Mountain Research, 2007, 25 (2): 184 – 189. (in Chinese))
      [7]
      中华人民共和国铁道部 . 铁路工程抗震设计规范 [S]. 北京 : 中国计划出版社 , 2006. (The Ministry of Railway of the People‘s Republic of China. Code for seismic design of railway engineering[S]. Beijing: China Planning Press, 2003. (in Chinese))
      [8]
      杨雪莲 , 周永江 , 吴事贵 , 等 . 汶川地震区公路挡墙破坏分析及设计中有关问题的探讨 [M]// 汶川大地震工程震害调查分析与研究 . 北京 : 科学出版社 , 2009: 921 – 924. (YANG Xue-lian, ZHOU Yong-jiang, WU Shi-gui, et al. Some aspects considered in design of retaining wall of highway and analysis of wall damage in Wenchuan earthquake zone[M]// Analysis and Investigation on Seismic Damages of Projects Subjected to Wenchuan Earthquake. Beijing: Science Press, 2009: 921 – 924. (in Chinese))
      [9]
      NEWMARK N M. Effects of earthquake on dams and embankments[J]. Géotechnique, 1965, 15 (20): 139 – 59.
      [10]
      祁生文 . 考虑结构面退化的岩质边坡地震永久位移研究 [J]. 岩土工程学报 , 2007, 29 (3): 452 – 457. (QI Sheng-wen. Evaluation of the permanent displacement of rock mass slope considering deterioration of slide surface during earthquake[J]. Chinese Journal of Geotechnical Engineering, 2007, 29 (3): 452 – 457. (in Chinese))
      [11]
      刘汉龙 , 费 康 , 高玉峰 . 边坡地震稳定性时程分析方法 [J]. 岩土力学 , 2003, 24 (4): 553 – 560. (LIU Han-long, FEI Kang, GAO Yu-feng. Time history analysis method of slope seismic stability[J]. Rock and Soil Mechanies, 2003, 24 (4): 553 – 560. (in Chinese))
      [12]
      刘红帅 , 唐立强 , 薄景山 , 等 . 确定岩质边坡地震安全系数的新方法 [J]. 哈尔滨工程大学学报， 2009(9): 1007 – 1011. (LIU Hong-shuai, TANG Li-qiang, BO Jing-shan, et al. New method for determining the seismic safety factor of a rock slope[J]. Journal of Harbin Engineering University, 2009(9): 1007 – 1011. (in Chinese))
      [13]
      李海波 , 肖克强 , 刘亚群 . 地震荷载作用下顺层岩质边坡安全系数分析 [J]. 岩石力学与工程学报 , 2007, 26 (12): 2385 – 2394. (LI Hai-bo, XIAO Ke-qiang, LIU Ya-qun. Factor of safety analysis of bedding rock slope under seismic load[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (12): 2385 – 2394. (in Chinese))
      [14]
      田振农 , 李世海 , 刘晓宇 , 等 . 三维块体离散元可变形计算方法研究 [J]. 岩石力学与工程学报 , 2008, 27 ( 增刊 1): 2832 – 2840. (TIAN Zhen-nong, LI Shi-hai, LIU Xiao-yu, et al. Research on deformable calculation method based on three-dimensional block discrete element[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (S1): 2832 – 2840. (in Chinese) )
      [15]
      LI S H, ZHAO M H, WANG Y N, et a1. A continuum-based discrete element method for continuous deformation and failure process[C]// WCCM VI in Conjunction with APCOM’04, Beijing: [S. N.], 2004.
      [16]
      LI SH, ZHAO MH, WANG YN, et al. A new numerical method for DEM-Block and particle model[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41 (S1): 414 – 418.
      [17]
      杨天鸿 , 芮勇勤 , 朱万成 , 等 . 炭质泥岩泥化夹层的流变特性及长期强度 [J]. 实验力学 , 2008, 23 (5): 396 – 402. (YANG Tian-hong, RUI Yong-qin, ZHU Wan-cheng, et al. Rheological characteristics and long-term strenth of siltized intercalation interbeded in peat mudstone[J]. Journal of Experimental Mechanics, 2008, 23 (5): 396 – 402. (in Chinese))
      • Related Articles

    • Related Articles

      [1]TAN Xu-kai, GAO Feng, XU Wei. Static instability criterion and safety factor of tunnels based on loading/unloading response ratio[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(9): 1644-1653. DOI: 10.11779/CJGE202209009
      [2]ZHANG Fei, LIN Li-yao, SHU Shuang, YANG Shang-chuan, GAO Yu-feng. 3D effects on static and dynamic stability of convex curved slopes[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(8): 1558-1566. DOI: 10.11779/CJGE202208022
      [3]LI Guang-xin. Load and resistance in stability analysis of geotechnical engineering with safety factor method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(5): 918-925. DOI: 10.11779/CJGE202105016
      [4]ZHANG Wen-ping, ZHOU Yi-tao, YU Jin, LIU Shi-yu, CAI Yan-yan, YU Chuang. Seismic active earth pressures on rigid retaining walls under RT mode considering rotation of principal stresses[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1498-1506. DOI: 10.11779/CJGE201808016
      [5]YAN Qi-xiang, TANG Mao-hao, HE Chuan, GENG Ping. Pseudo-static analysis method for shield tunnels based on theory of thin-walled cylindrical shell[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1371-1376. DOI: 10.11779/CJGE201407023
      [6]ZHENG Wen-bo, ZHUANG Xiao-ying, CAI Yong-chang, XUE Feng-zhong. Modeling of prestressed anchors in rock slope under earthquake and optimization of anchor arrangement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1668-1676.
      [7]XU Bin, ZOU De-gao, KONG Xian-jing, DONG Guang-hui. Seismic stability of slopes of high rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 139-144.
      [8]Pseudo-static analysis for evaluation of earthquake stability of landfills[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).
      [9]LIU Hanlong, WANG Liyan. Seismic residual displacement of gravity quay walls under coupled motion between rotation and sliding by simple method[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5): 686-691.
      [10]LIU Rushan, HU Shaoqing, SHI Hongbin. Study on seismic loading of pseudo-static approach used in the seismic design of underground structure[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 237-242.

    • 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

      WANG Jie

      • Institute of Mechanics, Chinese Academy of Sciences, Beijing 100190, China

      1. On this Site
      2. On Google Scholar
      3. On PubMed
      Get Citation
      PDF
      XML
      Article views (1227) PDF downloads (527) Cited by(16)
      Related
      Website Copyright © 2010 Nanjing Hydraulic Research Institute 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