• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
杨文钰, 郑俊杰, 仉文岗, 章荣军, 梁正斌, 陶应建. 基于间隙参数法的软土盾构隧道施工不确定性表征[J]. 岩土工程学报, 2024, 46(S2): 107-113. DOI: 10.11779/CJGE2024S20011
引用本文: 杨文钰, 郑俊杰, 仉文岗, 章荣军, 梁正斌, 陶应建. 基于间隙参数法的软土盾构隧道施工不确定性表征[J]. 岩土工程学报, 2024, 46(S2): 107-113. DOI: 10.11779/CJGE2024S20011
YANG Wenyu, ZHENG Junjie, ZHANG Wengang, ZHANG Rongjun, LIANG Zhengbin, TAO Yingjian. Characterization of uncertainty in shield tunneling excavated in soft soils based on gap parameter[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 107-113. DOI: 10.11779/CJGE2024S20011
Citation: YANG Wenyu, ZHENG Junjie, ZHANG Wengang, ZHANG Rongjun, LIANG Zhengbin, TAO Yingjian. Characterization of uncertainty in shield tunneling excavated in soft soils based on gap parameter[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 107-113. DOI: 10.11779/CJGE2024S20011

基于间隙参数法的软土盾构隧道施工不确定性表征

Characterization of uncertainty in shield tunneling excavated in soft soils based on gap parameter

  • 摘要: 为防御软土盾构隧道施工引发过大地层位移的风险,有必要对盾构隧道地层位移进行概率分析。间隙参数法通过将地层损失分为三个分量,详尽地解释了盾构隧道掘进过程中地层损失的来源,基于间隙参数法对盾构隧道掘进过程中众多参数不确定性进行表征,为实现概率分析提供重要前提。基本思路为分别确定三个分量,即等效三维间隙、盾构姿态相关间隙与物理间隙的统计特征。等效三维间隙与盾构姿态相关间隙相对复杂,根据文献给出了与之相关的地层参数与掘进参数的统计特征。物理间隙与注浆效果有直接关系,通过搜集到的地质雷达数据确定注浆填充率,给出了物理间隙的统计特征。

     

    Abstract: To prevent the risk of displacement induced by shield tunneling, it is necessary to conduct probabilistic analysis. Gap parameter explains the source of ground loss in detail by dividing the ground loss into three parts. Based on it, the uncertainty of many parameters in the shield tunneling process is characterized, which provides an important prerequisite for probability analysis. The main idea is to obtain the statistics of three components of the gap parameter: three-dimensional equivalent gap u*3D, gap due to workmanship ω and physical gap g. The three-dimensional equivalent gap u*3D and the gap due to workmanship ω are relatively complicated, and the statistics of the relevant geological and tunneling parameters are given according to the literatures. The physical gap g is directly related to the grouting effects. The filling rate of grouting is determined by the geological radar data, and the statistics of the physical gap are given.

     

/

返回文章
返回