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浅埋偏压黄土隧道洞口段变形破坏分析及整治措施研究
引用本文:展宏跃,王起才.浅埋偏压黄土隧道洞口段变形破坏分析及整治措施研究[J].水利与建筑工程学报,2009,7(4):117-120.
作者姓名:展宏跃  王起才
作者单位:兰州交通大学,土木工程学院,甘肃,兰州,730070 
摘    要:以某黄土隧道施工为例,分析了浅埋偏压黄土隧道洞口段开挖后隧道的变形破坏原因及整治措施,提出采用上断面边墙锚管注浆进行加固后利用马口跳槽开挖的施工技术,减小了对围岩的扰动;加强监控量测,全过程动态监控,解决了施工中遇到的问题。

关 键 词:黄土隧道  浅埋  偏压  变形  注浆  量测

Research on Deformation Damage in Shallow Buried and Unsymmetrical Loading Loess Tunnel's Port and Remedial Measures
Abstract:Taking the construction of a loess tunnel for example,the cause of deformation damage and the remedial measures in the shallow buried and unsymmetrical loading loess tunnel's port are analyzed when excavating, and the anchor grouting method and interval excavation technology are suggested here,so as to reduce the disturbance to surrounding rocks,strengthen the measurement and the dynamic monitoring for the whole process,and solve the problems in construction.The results show that the measures are effective in rock deformation control.
Keywords:loess tunnel  shallow burying  unsymmetrical loading  deformation  grouting  measure
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