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
  • [1] Shaking-table test research on rock slope
    Zhang, Ping
    Wu, Delun
    Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University, 1997, 19 (02): : 80 - 86
  • [2] Shaking Table Test Study on Dynamic Response of Bedding Rock Slope with Weak Rock
    Guo, Mingzhu
    Wang, Chen
    Zhang, He
    Gu, Kunsheng
    Liu, Huang
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (08) : 3342 - 3354
  • [3] Shaking Table Test Study on Dynamic Response of Bedding Rock Slope with Weak Rock
    Mingzhu Guo
    Chen Wang
    He Zhang
    Kunsheng Gu
    Huang Liu
    KSCE Journal of Civil Engineering, 2022, 26 : 3342 - 3354
  • [4] A shaking table model test on a rock slope anchored with adaptive anchor cables
    Xu, Ming
    Tang, Yafeng
    Liu, Xianshan
    Yang, Haiqing
    Luo, Bin
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 112 : 201 - 208
  • [5] Shaking table test on earthquake response of discontinuous medium high and steep rock slope
    Wang, Bin
    Che, Ai-Lan
    Ge, Xiu-Run
    Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 2015, 49 (07): : 951 - 956
  • [6] Shaking Table Model Test on the Dynamic Response of Anti-dip Rock Slope
    Feng, Xixia
    Jiang, Qinghui
    Zhang, Xiaobo
    Zhang, Huichao
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2019, 37 (03) : 1211 - 1221
  • [7] Shaking table test of dynamic responses of a layered complex rock slope under earthquake
    Liu H.
    Zhou Y.
    Li X.
    1600, Biodiversity Research Center, Academia Sinica (40): : 676 - 689
  • [8] Shaking Table Model Test on the Dynamic Response of Anti-dip Rock Slope
    Xixia Feng
    Qinghui Jiang
    Xiaobo Zhang
    Huichao Zhang
    Geotechnical and Geological Engineering, 2019, 37 : 1211 - 1221
  • [9] Response of High-Strength Rock Slope to Seismic Waves in a Shaking Table Test
    Liu, Hanxiang
    Xu, Qiang
    Li, Yanrong
    Fan, Xuanmei
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2013, 103 (06) : 3012 - 3025
  • [10] Cumulative damage evolution rule of rock slope based on shaking table test using VMD-HT
    Chen, Jinchang
    Che, Ailan
    Wang, Lanmin
    ENGINEERING GEOLOGY, 2023, 314