Volume 37 Issue 1
Feb.  2023
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(1): 60-65
Liu Haiting, Zhu Youlu, Yang Peng, Nie Shouzhi. Stability Evaluation and Treatment Measures of High Slope[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 60-65. doi: 10.3969/j.issn.1007-2993.2023.01.011
Citation: Liu Haiting, Zhu Youlu, Yang Peng, Nie Shouzhi. Stability Evaluation and Treatment Measures of High Slope[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(1): 60-65. doi: 10.3969/j.issn.1007-2993.2023.01.011
shu

Stability Evaluation and Treatment Measures of High Slope

doi: 10.3969/j.issn.1007-2993.2023.01.011

  • China Nonferrous Metal Industry Xi’an Survey Design and Research Institute Co., Ltd., Xi’an 710054, Shaanxi, China

  • Received Date: 2021-10-11
  • Publish Date: 2023-02-08
    Abstract
  • Taking a high slope as example, the cause of local slump was analyzed according to the basic characteristics of the high slope. The potential slip surface of high slope was determined by comprehensive analysis, and its stability was qualitatively and quantitatively evaluated. After the demonstration of various landslide control schemes, the comprehensive control scheme of graded brush slope unloading + pile-plate anti-slide retaining wall + anchor cable frame beam + drainage + afforestation was finally adopted. The synergistic relationship between pile and anchor cable was fully considered in the treatment. The change of potential sliding surface and the comprehensive determination of residual sliding force after slope brushing were designed and analyzed, and the pile section size and pile distance were optimized. The research results can be used in the treatment of similar high and steep slopes.

     

    • FullText(HTML)
  • loading
    • References(15)
  • [1]
    何 良. 某滑坡的稳定性分析与防治对策研究[J]. 低碳世界,2015,(25):129-130.
    [2]
    李俊堂. 抗滑桩锚索组合在高陡岩石滑坡治理中的应用[J]. 山西建筑,2010,36(32):126-127. doi: 10.3969/j.issn.1009-6825.2010.32.072
    [3]
    马 跃. 某公路预应力锚索和抗滑桩联合加固[J]. 四川建材,2007,(6):200-201. doi: 10.3969/j.issn.1672-4011.2007.06.099
    [4]
    殷跃平,康卫东,方长生,等. 基于绿色设计的骊山明圣宫滑坡防治工程[J]. 中国地质灾害与防治学报,2001,(3):19-22. doi: 10.3969/j.issn.1003-8035.2001.03.005
    [5]
    李成芳,叶晓明,李有文. 考虑土拱效应预应力锚拉桩土压力研究[J]. 岩土力学,2011,32(6):1683-1689. doi: 10.3969/j.issn.1000-7598.2011.06.015
    [6]
    李登峰,胡卸文,赵晓彦,等. 花岗岩残积土边坡水平拱高竖向变化规律[J]. 西南交通大学学报,2016,51(5):1024-1032. doi: 10.3969/j.issn.0258-2724.2016.05.027
    [7]
    刘小丽,张占民,周德培. 预应力锚索抗滑桩的改进计算方法[J]. 岩石力学与工程学报,2004,(15):2568-2572. doi: 10.3321/j.issn:1000-6915.2004.15.017
    [8]
    李俊才,岳颖锋,茅奇辉,等. 软土基坑支护中的锚拉桩结构设计[J]. 岩土力学,2008,(9):2551-2555. doi: 10.3969/j.issn.1000-7598.2008.09.044
    [9]
    苏美选,戴自航,林智勇. 预应力锚索抗滑桩支挡结构体系数值模拟研究[J]. 中国地质灾害与防治学报,2008,(3):50-53. doi: 10.3969/j.issn.1003-8035.2008.03.012
    [10]
    郑明新,蒋新龙,殷宗泽,等. 预应力锚索抗滑桩工程效果的数值计算评价[J]. 岩土力学,2007,(7):1381-1386. doi: 10.3969/j.issn.1000-7598.2007.07.018
    [11]
    雷晓锋. 黄土边坡强度参数的选取及应用[D]. 西安: 长安大学, 2005.
    [12]
    白　宇. 吴起县大路沟特大型黄土滑坡治理设计优化研究[D]. 西安: 西安科技大学, 2014.
    [13]
    赵晓彦,黄金河,周一文,等. 坡面锚索与坡脚抗滑桩联合加固边坡设计方法[J]. 西南交通大学学报,2017,52(3):489-495. doi: 10.3969/j.issn.0258-2724.2017.03.008
    [14]
    DZ/T 0219—2006　滑坡防治工程设计与施工技术规范[S]. 北京: 中国标准出版社, 2006.
    [15]
    王　 东. 基于监测数据的凉水井滑坡数值模拟与预测预报[D]. 重庆: 重庆交通大学, 2011.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(4)  / Tables(6)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (163) PDF downloads(49) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return