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双跨连拱隧道以设置地基梁的方式穿过大型溶槽地段。
The double-arch tunnel passes through a big water-eroded groove by setting foundation beam method.
文章主要介绍了该富水溶槽的注浆设计方案、注浆材料及堵水技术。
The paper introduces the grouting technology and grouting materials employed to stop the water ingress from the water contained karst depression.
双跨隧道在岩溶地区施工中遇到大型溶槽，采用弹性地基梁法成功跨越。
In excavation of double span tunnel, there exists a big water-eroded groove. The method of elastic foundation beam is used to cope with the situation.
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