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大断面黄土隧道下穿高速公路施工技术及其数值模拟
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摘要
大西铁路忻州大断面黄土隧道下穿既有运营的大运高速公路,该隧道埋深浅、黄土岩性差,施工时易产生塌方、大变形等施工风险。基于上述特点,提出大断面黄土隧道下穿高速公路段采用短台阶七步开挖法施工,辅助采用大管棚+小导管超前支护,开挖掌子面打入玻璃纤维锚杆加固,并采用弹塑性有限单元法对隧道施工全过程进行了模拟分析。结果显示:隧道下穿高速公路段采用短台阶七步开挖法可有效地控制隧道变形,施工方案是合理可行的,数值模拟计算结果与现场测试结果基本吻合,可为类似隧道下穿工程提供参考。
The Xinzhou large-section loess tunnel of Daxi railway which passes through the existing Dayun highway,is shallow buried and is with loess whose lithology is poor,and the tunnel is prone to appear landslides,large deformation and other construction risks during construction.Based on the above characteristics,it was put forward that the short-bench seven-step excavation method can be applied to the large-section loess tunnel passing through the highway section.Besides,some assistant technologies were applied:large pipe shed and advanced small pipe,and some glass fiber reinforced anchors were driven into the tunnel face.Finally,the elastic-plastic finite element method was adopted to simulate the whole process of tunnel construction.The results show that:the deformation of tunnel could be effectively controlled by using short-bench seven-step excavation method in the under-crossing highway section,and the construction scheme is reasonable and feasible,besides,numerical simulation results are consistent with the field testing results,which could provide references for such projects.
引文
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