Volume 38 Issue 2
Apr.  2024
Turn off MathJax
Article Contents
Tao Qi. Classification of Surrounding Rock and Support Force Determination of Ice Water Accumulation Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(2): 132-136. doi: 10.3969/j.issn.1007-2993.2024.02.002
Citation: Tao Qi. Classification of Surrounding Rock and Support Force Determination of Ice Water Accumulation Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(2): 132-136. doi: 10.3969/j.issn.1007-2993.2024.02.002

Classification of Surrounding Rock and Support Force Determination of Ice Water Accumulation Tunnel

doi: 10.3969/j.issn.1007-2993.2024.02.002
  • Received Date: 2022-07-24
  • Accepted Date: 2023-12-25
  • Rev Recd Date: 2023-05-06
  • Publish Date: 2024-04-11
  • To quantitatively evaluate the surrounding rock parameters of ice water accumulation body, a rapid classification method of surrounding rock of ice water accumulation body was proposed, and the deformation control standard of ice water accumulation body was given, which mainly includes the following contents: (1) the surrounding rock was classified in the design stage according to the relevant calculation methods of specifications, combined with the relevant foreign specifications and the basic characteristics and geomorphic characteristics of ice water accumulation body. (2) According to the dense state of soil, fine particle content and fine particle water content, the surrounding rock in the construction stage was classified. The river ice water accumulation body was divided into three basic grades and four sub grades. (3) According to the cementation between groundwater and surrounding rock, the surrounding rock classification was put forward. (4) Based on the classification of surrounding rock of ice water accumulation tunnel, the characteristic curves of surrounding rock and the allowable deformation of tunnel under different surrounding rock grades were calculated, and the determination method of tunnel support force based on the allowable deformation was proposed. The research results can provide a new reference for the classification of surrounding rock and the support force determination of ice water accumulation tunnel.

     

  • loading
  • [1]
    谢亦朋, 张 聪, 阳军生, 等. 基于局部粗粒化离散元的冰水堆积体隧道围岩破坏特征与加固措施研究[J]. 岩土力学与工程学报,2020,40(3):576-589.
    [2]
    冯文凯, 周 强, 白慧林, 等. 降雨作用对欢喜坡冰水堆积体斜坡稳定性的影响研究[J]. 工程地质学报,2018,26(3):665-662.
    [3]
    孙兴伟, 张德强, 秦 波, 等. 西藏高寒地区冰水堆积体非均质粗颗粒土本构模型的研究及应用[J]. 四川水利,2019,40(6):18-21.
    [4]
    王盛年, 朱 银, 李 跃. 考虑结构构成的冰水堆积体变形破坏分析[J]. 岩土力学与工程学报,2019,38(S1):3262-3270.
    [5]
    祁 昊, 冯文凯, 陈建峰, 等. 降雨作用下欢喜坡冰水堆积体角砾土强度特性[J]. 水文地质工程地质,2017,44(4):78-84.
    [6]
    王 琦, 冯文凯, 黄家华, 等. 岷江上游欢喜坡冰水堆积体原位大剪试验研究[J]. 科学技术与工程,2016,16(8):254-260.
    [7]
    涂国祥. 西南河谷典型古冰水堆积体工程特性及稳定性研究[D]. 成都: 成都理工大学, 2010.
    [8]
    杨 彬. 西藏林芝地区冰水堆积物隧道开挖及支护模型试验研究[D]. 成都: 成都理工大学, 2017.
    [9]
    张 振. 林芝地区冰水堆积体本构模型及物理力学性能研究[D]. 成都: 成都理工大学, 2017.
    [10]
    黄家华. 四川理县桃坪冰水堆积体强度特性研究[D]. 成都: 成都理工大学, 2016.
    [11]
    周 航. 雅鲁藏布江大古河段冰水堆积物特征及本构模型研究[D]. 成都: 成都理工大学, 2016.
    [12]
    房 倩. 高速铁路隧道支护与围岩作用关系研究[D]. 北京: 北京交通大学, 2010.
  • 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(6)  / Tables(6)

    Article Metrics

    Article views (67) PDF downloads(20) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return