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双线高铁隧道跨越巨型溶洞先掘后探施工技术研究

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为了确保贵南高铁甲良3号隧道跨越巨型溶洞段的施工安全,研究开展双线高铁隧道跨越巨型溶洞先掘后探施工技术.提出洞内更换加强型护拱及系统锚杆加固,洞外施作条件为基础+钢管立柱挡墙支撑,确保隧道先行开挖通过巨型溶洞段落,保障隧道按期贯通,同时最大限度地减小溶洞对隧道施工的影响.结果表明:该施工技术有效保证了隧道跨越巨型溶洞段的安全、快速施工,拱顶沉降最大值为8.61mm,净空收敛最大值为4.17mm,远小于其变形控制值,可为类似岩溶地区的隧道施工提供参考.
RESEARCH ON CONSTRUCTION TECHNOLOGY OF DOUBLE-TRACK HIGH-SPEED RAILWAY TUNNEL CROSSING GIANT KARST CAVE AFTER EXCAVATION AND EXPLORATION
In order to ensure the construction safety of Guinan high-speed railway Jialiang No.3 tunnel crossing the giant karst cave section,the research on the construction technology of double-line high-speed railway tunnel crossing the giant karst cave is carried out.It is proposed to replace the reinforced arch protection+system anchor reinforcement in the cave,and apply strip foundation+steel pipe column retaining wall support outside the cave to ensure that the tunnel is excavated first through the giant karst cave section to ensure that the tunnel is completed on schedule.At the same time,the influence of karst cave on tunnel construction is minimized.The results show that the construction technology effectively ensures the safe and rapid construction of the tunnel across the giant karst cave section.The maximum vault settlement is 8.61 mm,and the maximum clearance convergence is 4.17 mm,which is far less than the deformation control value.It can provide reference for tunnel construction in similar karst areas.

double-track high-speed railway tunnelgiant karst cavedigging first and then exploringfield monitoring

王维、徐博、杨忠超

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中铁四局集团第二工程有限公司,江苏苏州 215100

双线高铁隧道 巨型溶洞 先掘后探 现场监测

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(5)
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