In-situ monitoring behaviors of middle wall of large-span multi-arch tunnel

被引:0
|
作者
Zeng Sheng [1 ]
Qin Qing-tong [2 ]
Yang Jun-sheng [2 ]
机构
[1] Changsha Univ Sci & Technol, Res Inst Commun Sci, Changsha 410076, Hunan, Peoples R China
[2] Cent S Univ, Sch Civil & Architectural Engn, Changsha 410075, Hunan, Peoples R China
关键词
large-span; multi-arch tunnel; in-situ test; middle-wall; safety evaluation;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Considering the special condition of the six lanes large-span multi-arch tunnel in the Wanping Expressway, and choosing some representative cross-sections of Wujiazhuang Tunnel, their inner middle-wall's internal forces of the three-layer vertical middle-wall are monitored during the construction. Based on the monitoring data, and considering the interactive influences of different construction stages, the internal forces of the inner middle-wall are analyzed; and the mechanical characteristics during the construction are obtained. Then the safety performance of the Wujiazhuang Tunnel's inner middle-wall is evaluated. It is shown that the inner middle-wall's internal forces are affected by the different excavating sequences, especially in the stage of low bench excavations, however, the inner middle wall remains stable during the multi arch-tunnel construction.
引用
收藏
页码:2537 / 2541
页数:5
相关论文
共 4 条
  • [1] [陈贵红 Chen Guihong], 2005, [中国铁道科学, China Railway Science], V26, P20
  • [2] Liu X.R., 2005, CHIN J UNDERGR SPACE, V5, P837
  • [3] Shen Y. S., 2005, CHINESE J UNDERGROUN, V1, P200
  • [4] [No title captured]