摘要
结合具体工程的地质概述 ,就K2 94+ 3 3 5～ + 766段拱部混凝土衬砌的开裂原因和整治过程进行了详细探讨 。
According the lining concrete cracks at crown of tunnel their causing reasons and corresponding treatment measures are discussed in detail in order to provide scientific references for design and construction of the work with similar geological and construction conditions.
出处
《山西建筑》
2004年第5期107-108,共2页
Shanxi Architecture
