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地层变位分配控制原理在小间距偏压突变大断面隧道中的应用研究

张社荣 杜晓喻 陈愿 陈克强 彭振辉

铁道标准设计2017,Vol.61Issue(6):105-110,6.
铁道标准设计2017,Vol.61Issue(6):105-110,6.DOI:10.13238/j.issn.1004-2954.2017.06.022

地层变位分配控制原理在小间距偏压突变大断面隧道中的应用研究

Application and Research of Ground Deflection Distribution Control Theory in Tunnels with Small Spacing, Unsymmetrical Load and Mutant Large-section

张社荣 1杜晓喻 2陈愿 1陈克强 2彭振辉3

作者信息

  • 1. 天津大学水利工程仿真与安全国家重点实验室,天津 300072
  • 2. 天津大学建筑工程学院,天津 300072
  • 3. 中国水利水电第十四工程局有限公司,昆明 650051
  • 折叠

摘要

Abstract

Studying the mechanism of surface deformation by ground deflection distribution control theory in tunnels with shallow death, small spacing, unsymmetrical load and mutant large-section under complicated geological conditions is very important to control surface deformation. With reference to Shenzhen Metro Line. 7, this paper analyzes the deformation laws of surface under complicated geological conditions. The simulation results reveal that grouting plays an important role and the ground settlement (the maximum is 14. 82 mm) meets the standard. The monitored surface deformation is well over the standard value, because the surface deformation is not only controlled by grouting, but also by many uncertain factors. The field observation indicates and the relevant authority proves that tunneling doesn't affect normal conditions of adjacent buildings. Thus, the primary goal is to ensure the safety of tunnel structures and surrounding environment, and controlling the surface settlement by only a single standard is not fully acceptable. Routine standards are almost inapplicable in tunneling project with complicated structure and in complex geological environment.

关键词

地层变位分配控制原理/浅埋暗挖法/偏压隧道/小间距/突变大断面

Key words

Ground deflection distribution control mechanism/Shallow tunneling method/Unsymmetrical loading tunnel/Small spacing/Mutant large-section

分类

交通工程

引用本文复制引用

张社荣,杜晓喻,陈愿,陈克强,彭振辉..地层变位分配控制原理在小间距偏压突变大断面隧道中的应用研究[J].铁道标准设计,2017,61(6):105-110,6.

基金项目

国家自然科学基金创新研究群体科学基金(51321065) (51321065)

铁道标准设计

OA北大核心

1004-2954

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