复杂地形地质条件下隧道进洞方案研究 |
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引用本文: | 庞小冲,袁永新. 复杂地形地质条件下隧道进洞方案研究[J]. 水利与建筑工程学报, 2016, 0(2): 189-192. DOI: 10.3969/j.issn.1672-1144.2016.02.038 |
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作者姓名: | 庞小冲 袁永新 |
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作者单位: | 甘肃省交通规划勘察设计院有限责任公司,甘肃兰州730030 |
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摘 要: | 由于特殊地形及不良地质条件的影响,隧道进洞方案各不相同。结合武罐高速公路洛塘至罐子沟(甘川界)段工程实际,针对洞口复杂的地形、地质条件,基于安全、环保设计理念,详细介绍了松散坡积体、顺层岩体、陡峻狭窄地形条件下的进洞方案和“零开挖”的洞口设计,采用了斜交、台阶式套拱结构等创新性的设计。提出的设计优化方案,解决了相应的工程难题,对类似工程有一定的借鉴、指导意义。
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关 键 词: | 隧道工程 进洞方案 零开挖 台阶式套拱 |
Tunnel Entrance Plan Selection in Complicated Terrain and Geology Area |
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Abstract: | Because of the special terrain and complicated geological conditions ,the selection of tunnel entrance plan is a complicated problem .This paper took the real world project of Wudu-Guanzigou highway ,Luotang to Guanzigou (The boundary of Gansu and Sichuan ) section as an example .The complicated terrain ,geological condition was considered and analyzed ,based on the concepts of safety ,environmental friendly ,this paper proposed a suitable plan for tunnel en-trance ,which include loosed posit ,bedding rock and steep-narrow conditions ,the plan does not need any excavation at all ,skew and step cover-arch structure design was adopted .The paper can provide guidance to similar projects . |
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Keywords: | tunnel tunnel entrance plan zero excavation step cover-arch |
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