Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell

被引:1
|
作者
Liu Dapeng [1 ]
Yang Xiaohua [1 ]
Mao Zhengjun [1 ]
机构
[1] Changan Univ, Sch Highway, Xian 710064, Peoples R China
关键词
Anti-Slide Pile; Geocell; Soil Arch Effect; Elastic Foundation Beam Theory; Effect;
D O I
10.1109/ICDMA.2013.266
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Geocell is a new type of geotechnical material, in order to illustrate its effect in slope reinforcement using anti-slide pile with it, the paper firstly establishes the calculation model of slope reinforcement using anti-slide pile with geocell. According to the elastic foundation beam theory, the paper analyses the force situation of geocell and its anti-sliding force calculation formula in slope reinforcement, at the same time, according to soil arch effect, anti-slide pile spacing calculation formula of slope reinforcement using anti-slide pile with geocell is established. Then through the finite element model, the paper compares no reinforcement, only using anti-slide pile with using anti-slide pile and geocell, from the result, we can conclude that the slope stability can be increased if we reinforce slope using anti-slide and geocell, when the slope stability coefficient is unchanged, if adding geocell, the pile spacing can be increased or the pile section can be decreased. So the investment can be saved in slope reinforcement.
引用
收藏
页码:1130 / 1132
页数:3
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] The Force Analysis of Anchor Anti-slide Pile in Slope Reinforcement under Seismic Load
    Song, Zhi-Gang
    Fan, Cheng
    Yang, Xiu-Rong
    [J]. International Conference on Mechanics, Building Material and Civil Engineering (MBMCE 2015), 2015, : 1008 - 1013
  • [4] Modeling Riverbank Slope Reinforcement Using Anti-Slide Piles with Geocells
    Liu, Zhen
    Liu, Pengzhen
    Zhou, Cuiying
    Li, Yasheng
    Zhang, Lihai
    [J]. JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2021, 9 (04)
  • [5] Research on anti-slide mechanism and reinforcement effects of continuous pile-plug structure
    Zheng Xuan
    Kong Ling-wei
    [J]. ROCK AND SOIL MECHANICS, 2014, 35 (09) : 2616 - 2622
  • [6] 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
  • [7] 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
  • [8] 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
  • [9] Comparative Model Test Study on Reinforcement Effect of Anti-slide Pile with Different Arrangements
    Jiang, Tong
    Lei, Jiahua
    Wang, Runze
    Zhang, Junran
    [J]. Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2019, 27 (02): : 404 - 417
  • [10] 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