穿越活动断层区隧道的抗断设计对策
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
针对穿越活动断层区隧道的结构设计,提出活动断层区隧道结构的抗断设计对策;对"超挖设计"和"铰接设计"两种抗断设计方进行了讨论;提出了"铰接设计"中隧道节段长度及节段间连接抗剪刚度的计算方,并分析了连接剪切失效后隧道节段的运动特征。
Aiming at the problem of structure design of a highway tunnel crossing active faults zone,protective design strategies of breaking resistance are put forward;and then over-excavation and articulated design are discussed.The calculation methods of the length of the single segment geometry and the shear stiffness of the joints are proposed.In addition,tunnel element kinematics after joint rupture is analyzed.
引文
[1]王威,任青文.活动断裂对深埋隧洞影响的研究概述[J].地震工程与工程振动,2006,26(1):175-180.
    [2]李金都,陈书涛.南水北调西线调水区地质条件与关键工程地质问题分析[J].人民黄河,1999,21(2):22-24.
    [3]Caulfield J R,Kieffer S D,Tsztoo D F,et al.Seismic de-sign measures for the retrofit of the Claremont[C]//RETC Proceeings.Calif.,USA:2005.
    [4]Russo M,Germani G,Amberg W.Design and construc-tion of large tunnel through active faults:a recent applica-tion[C]//International Conference of Tunnelling&Un-derground Space Use.Istanbul,Turkey:October 2002.
    [5]Shahidi A R,Vafaeian M.Analysis of longitudinal profileof the tunnels in the active faulted zone and designing theflexible lining(for Koohrang-III tunnel)[J].Tunnellingand Underground Space Technology,2005(20):213-221.
    [6]梁文灏,李国良.乌鞘岭特长隧道方案设计[J].现代隧道技术,2004,41(2):1-7.
    [7]王文礼.台湾集集大地震山岳隧道受损情形之探讨[J].现代隧道技术,2001,38(2):52-60.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心