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软弱围岩隧道变形及其控制技术
引用本文:关宝树.软弱围岩隧道变形及其控制技术[J].隧道建设,2011,31(1):1-17.
作者姓名:关宝树
作者单位:西南交通大学, 成都610031
摘    要:根据软弱围岩隧道变形的基本规律,系统总结了国内外,尤其是日本控制隧道开挖后变形的基本对策,包括:1)控制先行位移的技术--超前支护;2)控制掌子面挤出位移的技术--掌子面补强;3)控制脚部下沉的技术--脚部补强;4)加强初期支护的对策。

关 键 词:软弱围岩  隧道  变形  变形控制  先行位移  挤出位移  容许变形值  超前支护  掌子面补强  脚部补强  初期支护  
收稿时间:2010-12-20

Deformation of Tunnels with Soft Surrounding Rocks and its Control
GUAN Baoshu.Deformation of Tunnels with Soft Surrounding Rocks and its Control[J].Tunnel Construction,2011,31(1):1-17.
Authors:GUAN Baoshu
Institution:Southwest Jiaotong University, Chengdu 6100031, China
Abstract:Deformation controlling technologies for tunnels in China and abroad, especially in Japan, are systematically summarized on basis of the basic deformation rules of tunnels with soft surrounding rock. The technologies include advance support technology (advance displacement controlling technology), tunnel face reinforcement technology (tunnel face extrusion displacement controlling technology), arch feet reinforcement technology (arch feet settlement controlling technology) and countermeasures to strengthen the primary reinforcement.
Keywords:soft surrounding rock  tunnel  deformation  deformation control  advance displacement  extrusion displacement  allowable deformation value  advance support  tunnel face reinforcement  arch feet reinforcement  primary support
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