Shaking Table Test Study of Rock Falls of Slope Based on Orthogonal Design

被引:0
|
作者
Song, Bo [1 ]
Shuang, Miao [1 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing, Peoples R China
来源
PROCEEDINGS OF THE 4TH ANNUAL INTERNATIONAL CONFERENCE ON MATERIAL ENGINEERING AND APPLICATION (ICMEA 2017) | 2017年 / 146卷
关键词
sandy slope; rock falls; shaking table test; orthogonal design;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
For sandy slope, size of rock fall, groundwater level and type of site are all important factors which have significant influences on the movement characteristics of rock falls. To obtain the importance of each factor, orthogonal analysis was studied and shaking table test was drawn up. In the tests, average acceleration was chosen to be as the evaluation index, and three important factors were discussed. It is shown that size of rock fall is the main factor, the second is type of site, and the third is groundwater level. The average acceleration is the maximum when the rock fall diameter is 100mm and the groundwater level is 0.7m and the earthquake wave is T1-II-1; the minimum is when the rock fall diameter is 40mm and the groundwater level is 0.7m and the earthquake wave is T2-II-1. Analysis results provide the bombardment energy for the potential slope rock fall prevention. It is important and helpful to the protection design of structures at the foot of slope.
引用
收藏
页码:260 / 264
页数:5
相关论文
共 50 条
  • [31] Research on the difference of dynamic responses between bedding and toppling rock slopes based on shaking table test
    Yang C.
    Zhang L.
    Dong L.
    Tong X.
    Su K.
    Tang R.
    Li S.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (02): : 271 - 281
  • [32] Seismic behaviour of sandy cutting slope in large-scale shaking table test
    Zhang, Chonglei
    Su, Lijun
    Jiang, Guanlu
    Li, Cheng
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (01)
  • [33] Shaking table test of seismic responses of anchor cable and lattice beam reinforced slope
    ZHANG Jian-jing
    NIU Jia-yong
    FU Xiao
    CAO Li-cong
    XIE Qiang
    Journal of Mountain Science, 2020, 17 (05) : 1251 - 1269
  • [34] Shaking table test of seismic responses of anchor cable and lattice beam reinforced slope
    Zhang, Jian-jing
    Niu, Jia-yong
    Fu, Xiao
    Cao, Li-cong
    Xie, Qiang
    JOURNAL OF MOUNTAIN SCIENCE, 2020, 17 (05) : 1251 - 1268
  • [35] Shaking table test of RC frame structure on a slope and supported by foundations with different elevations
    Li Y.
    Tang Y.
    Jiang B.
    Ji S.
    Liu L.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (08): : 68 - 78
  • [36] Shaking table test and numerical analysis on reinforced slope at Dali West Railway Station
    Lai J.
    Liu Y.
    Xin J.-P.
    Wang W.
    Gao C.-Q.
    Zhu H.-B.
    Liu, Yun (2360605055@qq.com), 2020, Zhejiang University (54): : 870 - 878
  • [37] Investigation of effect of rock content on dynamic response and failure characteristics of soil-rock mixture slope using large-scale shaking table test
    Zhao, Lianheng
    Xie, Zhouzhou
    Li, Liang
    Huang, Dongliang
    Zhang, Zijian
    Zhou, Jing
    ENGINEERING FAILURE ANALYSIS, 2024, 158
  • [38] Seismic behaviour of sandy cutting slope in large-scale shaking table test
    Chonglei Zhang
    Lijun Su
    Guanlu Jiang
    Cheng Li
    Bulletin of Engineering Geology and the Environment, 2023, 82
  • [39] Shaking table test on the effect of NPR anchor cable on slope reinforcement under earthquake
    Tao Z.
    Wang X.
    Guo A.
    Chen J.
    Shu Y.
    Meitan Xuebao/Journal of the China Coal Society, 2022, 47 (09): : 3410 - 3420
  • [40] Shaking table test of seismic responses of anchor cable and lattice beam reinforced slope
    Jian-jing Zhang
    Jia-yong Niu
    Xiao Fu
    Li-cong Cao
    Qiang Xie
    Journal of Mountain Science, 2020, 17 : 1251 - 1268