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
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
  • [41] Large-scale Shaking Table Test Study on Pre-stressed Anchor Cable of Counter-tilt Layer Rock Slope
    Ma Hongsheng
    Xiao, Fu
    Feng Xuegang
    Yong, Yang
    2014 Fifth International Conference on Intelligent Systems Design and Engineering Applications (ISDEA), 2014, : 593 - 596
  • [42] Dynamic frictional behavior of rough rock joints by shaking table test
    Park, Byung-Ki
    Jeon, Seokwon
    Song, Jae-Joon
    Lee, Chung-In
    EUROCK 2006 MULTIPHYSICS COUPLING AND LONG TERM BEHAVIOUR IN ROCK MECHANICS, 2006, : 597 - +
  • [43] Shaking table test on strong earthquake response of stratified rock slopes
    Huang, R. (hrq@cdut.edu.cn), 1600, Academia Sinica (32):
  • [44] Dynamic acceleration response of a rock slope with a horizontal weak interlayer in shaking table tests
    Liu, Hanxiang
    Qiu, Tong
    Xu, Qiang
    PLOS ONE, 2021, 16 (04):
  • [45] Seismic slope behavior in a large-scale shaking table model test
    Lin, Meei-Ling
    Wang, Kuo-Lung
    ENGINEERING GEOLOGY, 2006, 86 (2-3) : 118 - 133
  • [46] Effect of lithology and structure on seismic response of steep slope in a shaking table test
    Han-xiang Liu
    Qiang Xu
    Yan-rong Li
    Journal of Mountain Science, 2014, 11 : 371 - 383
  • [47] Failure evolution process of pile-anchor reinforced rock slope based on centrifuge shaking table tests
    Xu, Xi
    Huang, Yu
    Yashima, Atsushi
    Du, Xiuli
    ENGINEERING GEOLOGY, 2022, 311
  • [48] Shaking table test of subgrade slope reinforced by gravity retaining wall with geogrids
    Qu Honglue
    Huang Xue
    Gao Yanan
    Zhang Zhe
    Wang Chenxu
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2022, 21 (03) : 715 - 727
  • [49] Shaking table test of subgrade slope reinforced by gravity retaining wall with geogrids
    Qu Honglue
    Huang Xue
    Gao Yanan
    Zhang Zhe
    Wang Chenxu
    Earthquake Engineering and Engineering Vibration, 2022, 21 (03) : 715 - 727
  • [50] Large-scale shaking table model test study on dynamic characteristics and dynamic responses of slope
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    不详
    不详
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (03): : 624 - 632