Construction Technologies for Tunnels in Special and Complicated Geology of Lanzhou Chongqing Railway(兰渝铁路特殊复杂地质隧道修建技术) |
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作者姓名: | LI Ning LI Guoliang |
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作者单位: | (China Railway First Survey and Design Institute Group Co., Ltd., Xi′an 710043, Shaanxi, China) |
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基金项目: | 复杂地质特长隧道安全施工综合技术研究(2009G009-B) |
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摘 要: | Lanzhou Chongqing Railway is located in the uplift margin of the Tibetan Plateau, where the geological environment is very complicated and special. Based on numerical analysis and field tests, the physical and mechanical properties, micro structure, and complicated water related stability of the Tertiary sandstone are studied. A comprehensive dewatering system integrating deep surface wells and vacuum light well points in tunnel is used and the construction technique featured with advance reinforcement by horizontal jet grouting for the full face of aquiferous silty fine sand tunnels is invented to solve the problem of the Tertiary quick sand. In addition, the classification method for deformation potentiality in design and dynamic adjustment in construction of tunnels in high geostress soft rock is established, the deformation control technology combining active stress release and passive control according to the deformation mechanism is developed, an automatic real time monitoring system for operation is invented, and a complete technological system of design, construction, and operation management of soft rock tunnels is built. Moreover, the TBM equipment parameter design principles are put forward, the parallel lining and multi stage belt conveyor mucking system is researched, the phased ventilation technology is invented and thus the problem of safe and fast long distance construction by large diameter TBMs is solved. The technological achievements have filled in gaps and facilitated development of the tunnel construction technology.
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关 键 词: | Lanzhou Chongqing Railway tunnel special and complicated geology Tertiary sandstone high geostress soft rock TBM |
收稿时间: | 2018-02-09 |
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