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岩溶区桥基拱形结构跨越方案设计
引用本文:滑帅,李云安,赵斌滨,张龙菊.岩溶区桥基拱形结构跨越方案设计[J].安全与环境工程,2011,18(1):118-122.
作者姓名:滑帅  李云安  赵斌滨  张龙菊
作者单位:中国地质大学工程学院;
摘    要:岩溶地区桥梁基础的处理是国内外高速公路建设的重大技术难题之一.当桥基下方存在溶洞时,传统方案一般采取充填溶洞、改变桥墩跨度、桩基穿越溶洞、绕避等措施,但当桥址位置不能变更且不可避免要经过大型溶洞时,传统方案从经济、施工难度上考虑都不甚合理,而拱形结构跨越溶洞方案可以有效地解决此类问题.本文以坳背湾大桥为例,重点探讨了在...

关 键 词:岩溶区  桥梁基础  拱形结构  跨越  方案设计

Design of Arch Structure across Bridge Foundation in Karst Area
HUA Shuai,LI Yun-an,ZHAO Bin-bin,ZHANG Long-ju.Design of Arch Structure across Bridge Foundation in Karst Area[J].Safety and Environmental Engineering,2011,18(1):118-122.
Authors:HUA Shuai  LI Yun-an  ZHAO Bin-bin  ZHANG Long-ju
Institution:HUA Shuai,LI Yun-an,ZHAO Bin-bin,ZHANG Long-ju(Faculty of Engineering,China University of Geosciences,Wuhan 430074,China)
Abstract:Bridge foundation treatment in karst areas is one of the important technical problems of expressway construction at home and abroad.When there is a large cave under the bridge,the traditional measures are filling the cave,changing the pier span,cutting across the cave with piles,bypassing the cave and so on.But when the bridge location cannot be changed and the bridge will inevitably go through a large cave,the traditional program might not be reasonable in the consideration from the economic and constructi...
Keywords:karst area  bridge foundation  arch structure  across  tentative design  
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