The Force Analysis of Anchor Anti-slide Pile in Slope Reinforcement under Seismic Load

被引:0
|
作者
Song, Zhi-Gang [1 ]
Fan, Cheng [1 ]
Yang, Xiu-Rong [1 ]
机构
[1] Dalian Univ, Dept Civil Engn, Dalian 116622, Peoples R China
关键词
Earthquake Action; Anchor Anti-slide Pile; Reinforced Slope; Internal Force of Pile Body; Contact Stress; Influencing Factor;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The force affect factors of anchor anti-slide pile in slope reinforcement under seismic load are studied in this paper. First of all, the method of dynamic analysis is introduced in FLAC(3D). At the same time, seismic wave is selected in seismic dynamic analysis. Then, the sensitivity influence of anti-slide pile design parameters on dynamic contact stress, shear force and dynamic bending moment is analyzed by applying the seismic wave, giving the most significant effect factors of the dynamic contact stress and dynamic moment. In the end, the distribution regular of the contact force and the pile body stress under earthquake action is analyzed by selecting a case, laying a theoretical foundation for the further study of the dynamic performance of the reinforced slope.
引用
收藏
页码:1008 / 1013
页数:6
相关论文
共 50 条
  • [1] Study on Anti-Slide Pile Spacing in Slope Reinforcement Using Anti-Slide Pile with Geocell and Influencing Factors
    Liu Dapeng
    Yang Xiaohua
    Wang Jing
    [J]. 2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA), 2013, : 1258 - 1260
  • [2] Analysis of Rock Slope Stability using anti-slide pile
    Gao, Rui
    Yang, Lingqiang
    [J]. TRENDS IN CIVIL ENGINEERING, PTS 1-4, 2012, 446-449 : 2470 - 2473
  • [3] Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell
    Liu Dapeng
    Yang Xiaohua
    Mao Zhengjun
    [J]. 2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA), 2013, : 1130 - 1132
  • [4] New technology for the slope seismic design-the embedded anti-slide pile
    Xu, Jiangbo
    Wu, Faquan
    Zheng, Yingren
    [J]. ROCK CHARACTERISATION, MODELLING AND ENGINEERING DESIGN METHODS, 2013, : 877 - 882
  • [5] Stability analysis on anti-slide pile to reinforce slope based on ABAQUS
    Gu, Xiaojie
    Zhou, Taiquan
    Lu, Shilong
    [J]. ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV, 2014, 580-583 : 711 - 714
  • [6] Stability analysis of slope reinforced with composite anti-slide pile model
    Chen Chong
    Wang Wei
    Lu Hua-yong
    [J]. ROCK AND SOIL MECHANICS, 2019, 40 (08) : 3207 - 3217
  • [7] Stability Analysis of Anti-slide Pile Reinforced Slope and Determination of Optimal Pile Position
    Peng, Wenzhe
    Zhao, Minghua
    Xiao, Yao
    Yang, Chaowei
    [J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2020, 47 (05): : 23 - 30
  • [8] Analysis on the best position and the pile distance of anti-slide pile of reinforced soil slope
    Pan, Jinqiu
    Wang, Zhiyong
    Dong, Tianxiong
    Liang, Bo
    [J]. 3RD INTERNATIONAL CONFERENCE ON ENERGY MATERIALS AND ENVIRONMENT ENGINEERING, 2017, 61
  • [9] Analysis of fracture reliability of anti-slide deep pile reinforced slope under flood effect
    Jun Wang
    Zhipeng Nie
    Jie Liu
    Min Qin
    O. U. Rongzi
    [J]. Environmental Earth Sciences, 2021, 80
  • [10] Analysis of The Research Status and Trends of Anti-slide Pile with Prestressed Anchor Cable
    Zhang, Chao
    [J]. Progress in Industrial and Civil Engineering III, Pt 1, 2014, 638-640 : 338 - 342