Analysis on the Treatment Technology of Residual Slope Soil, Karst and Unbiased Pressure Tunnel Opening
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摘要: 莲花山隧道进口边仰坡较陡且偏压,坡面低层为松散堆积土,地质条件复杂,开挖洞口施工中如遇雨水容易发生溜塌,施工运营存在安全隐患,隧道基础下部为灰岩及岩溶 ;通过锚杆注浆加固,锚索框架措施进行固结加固,采用明洞反压回填及双排抗滑桩加固措施消除偏压影响同时采用双侧壁进洞工艺保证了进洞安全 ;通过对明洞进行延长、基底采用桩基加固措施、边仰坡采用张口式帘式防护网措施,保证了运营安全。Abstract: The upward slope at the entrance of the Lianhuashan Tunnel is relatively steep and biased, and the lower layer of the slope is loose accumulation of soil. The geological conditions are complicated. During the construction of the excavation tunnel, it is easy to slip and collapse in case of rain. There are hidden safety hazards in the construction and operation. The lower part of the tunnel foundation is now gray. Rock and karst; reinforcement by bolt grouting, consolidation and reinforcement by anchor cable frame measures, open tunnel backfi lling and double-row anti-slide pile reinforcement measures to eliminate the infl uence of bias, and double-wall tunneling technology to ensure tunnel entry Safety: The operation safety is ensured by extending the open tunnel, using pile foundation reinforcement measures for the base, and adopting open curtain protection nets for the side slope.
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Key words:
- eccentric pressure /
- residual soil /
- karst /
- backfi ll with back pressure /
- anti-slide pile /
- bolt grouting
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[1] 中铁铁路总公司.关于《南平至龙岩铁路扩能工程设计安全评估报告》的函(鉴线函[2012]22号)[M].北京:中铁铁路总公司,2012. [2] 国家发改委.关于福建省南平至龙岩铁路扩能工程可行性研究报告的批复(发改基础[2013]306号)[M].北京:国家发改委, 2013.
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