高级搜索
  • Scopus数据库收录期刊
  • 中国科技核心期刊
  • 全国中文核心期刊
  • 美国工程索引（EI）收录期刊

基于围岩位移控制的超大断面黄土隧道施工方法研究

程选生, 王建华

在线预览 下载 (2.2MB)
程选生, 王建华. 基于围岩位移控制的超大断面黄土隧道施工方法研究[J]. 岩土工程学报, 2013, 35(zk1): 82-89.
引用本文: 程选生, 王建华. 基于围岩位移控制的超大断面黄土隧道施工方法研究[J]. 岩土工程学报, 2013, 35(zk1): 82-89.
shu
CHENG Xuan-sheng, WANG Jian-hua. Construction methods for loess tunnels with super-large cross-section based on displacement control of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 82-89.
Citation: CHENG Xuan-sheng, WANG Jian-hua. Construction methods for loess tunnels with super-large cross-section based on displacement control of surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 82-89.
shu

基于围岩位移控制的超大断面黄土隧道施工方法研究  English Version

  • 1. 兰州理工大学土木工程学院，甘肃 兰州 730050；2. 北京工业大学城市与工程安全减灾省部共建教育部重点实验室，北京 100124

详细信息
    作者简介:

    程选生(1972- )，男，甘肃省甘谷县人，博士后，教授，博士生导师，主要从事防灾减灾工程与防护工程方面的教学和科研工作。E-mail: cxs702@126.com。

  • 中图分类号: TD853.34

Construction methods for loess tunnels with super-large cross-section based on displacement control of surrounding rock

  • 1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2. Key Laboratory of Urban Security and Disaster Engineering of Education, Beijing University of Technology, Beijing 100124, China

摘要

    摘要
  • 摘要: 为了确定超大断面黄土隧道的最优施工方法，考虑隧道衬砌结构和土体的弹塑性本构关系，利用有限元软件——ANSYS，采用6种施工方法（CD法、CRD法、单壁导坑法、双臂导坑法、预挖开挖法和预留开挖法）对超大断面黄土隧道进行了数值仿真。通过对围岩控制点位移的对比分析可知：对于超大断面黄土隧道的施工，CRD法为最优施工方法；施工中加临时支撑时，中部临时支撑对于围岩稳定性具有较大影响，临时支撑拆除前后隧道围岩的塑性等效应变均增加了约20%。
    Abstract: In order to determine the optimal construction method for loess tunnels with super-large cross-section, considering the elastoplastic constitutive relation between tunnel lining and soil and using FEM software ANSYS, a case of loess tunnel with super-large cross-section is calculated by means of six kinds of methods, which are CD method, CRD method, single-wall excavation method, double-wall excavation method, pre-excavation core soil method and pre-retaining core soil method. By comparing the displacement results of control nodes, the results show that, for the loess tunnel with super-large cross-section, the CRD method is the optimal one. When temporary support is added in construction, the central temporary support has great influence on the stability of surrounding rock, and equivalent plastic strain is increased by about 20% before and after demolition of the temporary support.
    • HTML全文
    • 参考文献(1)
  • 曲海峰. 扁平超大断面隧道修筑及研究概述[J]. (隧道建设), 2009(2): 166-171.(QU Hai-feng. An overview on construction and research of super-large cross-section tunnels with low height-span ratios[J]. Tunnel Construction, 2009(2): 166-171. (in Chinese))
    贺 虹,李德武. 超大断面黄土隧道静力稳定性分析[J]. (工程质量), 2006(9): 50-52.(HE Hong,LI De-wu. Static stability analysis of large cross-section of loess tunnel[J]. Engineering Quality, 2006(9): 50-52. (in Chinese))
    HE Ben-guo,ZHU Yong-quan,YE Chao-liang,et al. Model test for dynamic construction mechanical effect of large-span loess tunnel[J]. Journal of Shanghai Jiaotong University (Science), 2011, 16(1): 112-117.
    张英才,胡国伟,辛振省. 大断面黄土隧道开挖工法对比分析与选择[J]. (铁道工程学报), 2010(3): 6-10.(ZHANG Ying-cai,HU Guo-wei,XIN Zhen-xing. Comparative analysis and selection of construction methods for large section loess tunnel[J]. Journal of Railway Engineering Society, 2010(3): 6-10. (in Chinese))
    梁兴全. 黄土超大断面隧道开挖方法应用论述[J]. (交通建设与管理), 2008: 118-119.(LIANG Xing-quan. The application discusses of excavation method on super-large cross-section tunnels[J]. Transportation Construction & Management, 2008: 118-119. (in Chinese))
    欧阳院平. 高速铁路大断面黄土隧道施工数值模拟[D]. (成都:西南交通大学), 2006.(OUYANG Yuan-ping. Numerical simulation of large cross-section loess tunnel for high speed railway[D]. Chengdu: Southwest Jiaotong University, 2006. (in Chinese))
    李国良. 大跨黄土隧道设计与安全施工对策[J]. (现代隧道技术), 2008, 45(1): 53-62.(LI Guo-liang. Design and safety construction measures for large-span loess tunnels[J]. Modern Tunneling Technology, 2008, 45(1): 53-62. (in Chinese))
    LI Jian,NI Lu-su,TAN Zhong-sheng,et al. Analysis of deformation regularity of soil in large section shallow loess tunnel[C]// International Conference on Mechanic Automation and Control Engineering(MACE2010), 2010: 4396-4400.
    张金柱,郝文广. 郑西大断面黄土隧道施工方法模拟分析[J]. (隧道建设), 2007, 8(增刊): 80-86.(ZHANG Jin-zhu,HAO Wen-guang. Numerical simulation of construction of large cross-section tunnel in loess layer on Zhengxi passenger line[J]. Tunnel Construction, 2007, 8(S0): 80-86. (in Chinese))
    倪玉山,张华兵. 黄土隧道施工方案的数值分析[J]. (岩土力学), 2006, 27(增刊): 22-26.(NI Yu-shan,ZHANG Hua-bing. Numerical analysis of construction scheme of loess tunnel[J]. Chinese journal of Rock and Soil Mechanics, 2006, 27(S0): 22-26. (in Chinese))
    李鹏飞,张顶立,赵 勇,等. 大断面黄土隧道二次衬砌受力特性研究[J]. (岩石力学与工程学报), 2010, 29(8): 1690-1696.(LI Peng-fei,ZHANG Ding-li,ZHAO Yong,et al. Study of mechanical characteristics of secondary lining of large-section loess tunnel[J]. Chinese journal of Rock mechanics and engineering, 2010, 29(8): 1690-1696. (in Chinese))
    • 相关文章
    • 施引文献
    • 资源附件(0)
在线预览 下载 (2.2MB)
计量
  • 文章访问数:  501
  • HTML全文浏览量:  3
  • PDF下载量:  364
  • 被引次数: 0
出版历程
  • 收稿日期:  2013-03-01
  • 发布日期:  2013-07-18

目录

摘要
HTML全文
    参考文献(1)
    相关文章
    施引文献
    资源附件(0)
    WANG Jian-hua

    • 1. School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China; 2. Key Laboratory of Urban Security and Disaster Engineering of Education, Beijing University of Technology, Beijing 100124, China

    1. On this Site
    2. On Google Scholar
    3. On PubMed

    /

    返回文章
    返回
    网站版权 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn