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现代隧道技术 2014, Vol. 51 Issue (4) :185-190    DOI:
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羊桥坝隧道大型干溶洞处理方案研究
(中交第一公路勘察设计研究院有限公司,西安 710075)
Study of the Treatment Scheme for a Large, Dry Karst Cave in the Yangqiaoba Tunnel
(CCCC First Highway Consultants Co. Ltd., Xi'an 710075)
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摘要  受勘察手段限制,岩溶地区隧道建设过程中可能遭遇大型溶洞,带来施工、运营风险。文章以重庆奉节至巫溪高速公路羊桥坝隧道施工过程中发现的巨型溶洞为例,根据溶洞现状及补充勘察资料,提出了桥梁跨越方案、路基+明洞方案、回填暗挖方案和5种改线方案;通过在地质条件、施工风险、工程造价、工期等方面对诸方案进行综合比较,最终推荐采用新增费用最少、工期最短的左线左偏绕避溶洞方案。由于采用了该方案,在施工中未再遇大型溶洞,达到了规避地质风险、确保施工安全、节约造价、工期可控的效果。
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作者相关文章
曹校勇
张龙
林永锋
关键词 高速公路隧道   溶洞处理   绕避方案   补充勘察      
Abstract: Due to the restrictions of investigative techniques, construction and operation risks of tunnelling in a karst region may result in large karst caves. Based on the present conditions and supplementary investigation information concerning the large karst cave encountered during construction of the Yangqiaoba tunnel on the Fengjie-Wuxi expressway in Chongqing, construction schemes are put forward, including: bridge crossing, subgrade filling and open cut tunnel, backfilling and bored tunnel, and five realignment options. Through a comprehensive comparison regarding the geological conditions, construction risks, project cost and construction schedule, the realignment option with the least additional costs and shortest construction time was finally adopted, in which the alignment of the left tunnel tube would be skewed to the left in order to bypass the karst cave. During the construction period, no large caves have been encountered, therefore geological risks have been avoided, and construction safety, schedule, and cost savings have been ensured.
KeywordsExpressway tunnel,   Treatment for karst cave,   Bypassing scheme,   Supplementary investigation     
出版日期: 2014-03-20
作者简介: 作者简介: 曹校勇(1976-),男,高级工程师,从事隧道与地下工程的设计、咨询和研究工作,E-mail:306534066@qq.com.
引用本文:   
曹校勇, 张龙, 林永锋 .羊桥坝隧道大型干溶洞处理方案研究[J]  现代隧道技术, 2014,V51(4): 185-190
CAO Xiao-Yong, Zhang-Long, Lin-Yong-Feng .Study of the Treatment Scheme for a Large, Dry Karst Cave in the Yangqiaoba Tunnel [J]  MODERN TUNNELLING TECHNOLOGY, 2014,V51(4): 185-190
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