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现代隧道技术 2025, Vol. 62 Issue (1) :56-65    DOI:
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艰险山区铁路隧道洞口高陡边仰坡防控对策
(中铁二院工程集团有限责任公司,成都 610031)
Control Measures for High Steep Side and Front Slopes at Railway Tunnel Portals in Difficult Mountainous Areas
(China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031
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摘要 为满足艰险山区铁路隧道洞口高陡边仰坡与高位危岩落石加固防护需求,基于现场调绘、综合勘探及设计实践,开展隧道洞口高陡边仰坡类型划分、突出难题及防控对策研究。结果表明,高陡边仰坡可划分为浅覆盖型、岩质裸露型、浅覆盖-岩质裸露型、岩质裸露-浅覆盖型4类,高陡隐蔽性边仰坡面临勘察判识困难、治理难度大、材料设备运输及施工困难等突出难题;危岩发育区铁路隧道选线时宜优先绕避,绕避困难时应按“正穿山脊→斜穿山脊→正穿坡面→斜穿坡面”择优进洞,严禁在山谷或凹槽地势设置洞口;高陡隐蔽性边仰坡应综合采用“空-天-地”一体化勘察方式进行判识,并顺沿山脊或垂直坡面进行大断面勘测;欠稳定高位覆盖层边仰坡宜按滑坡工程进行检算、设计,危岩落石防控遵循“优先清除→主动加固→被动防护”原则;防治工程与隧道、桥台等应作为整体工程综合考虑,遵循“从上至下施工,先防护工程,后桥隧主体”施工工序。
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陈伟志 李安洪 王 鸿 姚裕春
关键词艰险山区   隧道洞口   高陡边仰坡   危岩落石   防控对策     
Abstract: To meet the reinforcement and protection needs for high steep side and front slopes and high-positioned dangerous rockfalls at railway tunnel portals in difficult mountainous areas, based on field survey and mapping, comprehensive exploration, and design practice, this study conducts research on the type classification, major challenges,and control measures for high steep side and front slopes at tunnel portals. The results show that high steep side and front slopes can be divided into four types: shallow cover type, rock exposed type, shallow cover-rock exposed type,and rock exposed-shallow cover type. High-positioned, steep, and concealed side and front slopes face three major challenges: difficulty in surveying and identification, high difficulty in treatment, and difficulty in material and equipment transport and construction. For dangerous rock development areas, the alignment of the railway tunnels should preferably bypass these areas. If bypassing is not feasible, the tunnel entrance should be selected according to the order: "straightly through the ridge → diagonally through the ridge → straightly through the slope → diagonally through the slope," with strict prohibition of setting tunnel portals in valleys or troughs. High-positioned, steep and concealed side and front slopes should adopt integrated "space-air-ground" exploration and identification method, and large-scale surveying should be conducted along ridges or vertical slopes. For unstable high-positioned covered side and front slopes, it should be checked, calculated and designed according to landslide engineering. For prevention and control of dangerous rockfalls, it should follow the principle of "priority removal → active reinforcement → passive protection." The control and prevention works should be considered as part of the overall project along with tunnels, bridge abutments, etc., with the construction sequence following "top-down construction, first protective works, then main tunnel and bridge works."
KeywordsDifficult mountainous areas,   Tunnel entrance,   High steep side and front slopes,   Dangerous rockfalls,   Control measures     
基金资助:中国中铁股份有限公司科技研究开发计划(2022-重大-02);国家自然科学基金资助项目(52168066).
作者简介: 陈伟志(1985-),男,博士,正高级工程师,主要从事地质灾害防治及铁路土工结构方面的研究工作,E-mail:chenweizhi55@163.com. 通讯作者:李安洪(1965-),男,硕士,教授级高级工程师,主要从事地质灾害防治及铁路土工结构方面的研究工作,E-mail:liyd4321@sina.com.
引用本文:   
陈伟志 李安洪 王 鸿 姚裕春 .艰险山区铁路隧道洞口高陡边仰坡防控对策[J]  现代隧道技术, 2025,V62(1): 56-65
CHEN Weizhi LI Anhong WANG Hong YAO Yuchun .Control Measures for High Steep Side and Front Slopes at Railway Tunnel Portals in Difficult Mountainous Areas[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(1): 56-65
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