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大断面干燥粉细砂地层浅埋地段变形控制及施工技术研究

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文章详细阐述了双线高铁大断面隧道在干燥粉细砂地层中采用超前水平旋喷桩超前支护、三台阶临时仰拱+竖撑、直径 89 mm大锁脚钢管、径向注浆及初支内侧增加套拱等施工技术的施工方案,攻克了双线高铁大断面隧道干燥粉细砂层这一地层难题,形成了一套适用于该地层的施工技术,旨在为安全、快速、标准化建设该地质类型隧道提供有力的技术支撑,进一步提升铁路隧道工程建造水平,为社会创造更好的社会效益和经济效益.
Research on Shallow-buried Section Deformation Control and Construction Technology in Large-section Dry Fine Sand Strata
This paper describes in detail the construction scheme of using advanced horizontal rotary jet grouting pile advanced support,three-bench temporary inverted arch + vertical support,large locking foot steel pipe with diameter of 89 mm,radial grouting and adding sleeve arch on the inner side of the initial support in double-track high-speed railway large-section tunnel in dry fine sand strata.It overcomes the stratum problem of dry fine sand layer of double-track high-speed railway large-section tunnel and forms a set of construction technologies suitable for this strata,which aims to provide strong technical support for the safe,rapid and standardized construction of this geological type of tunnel,further improve the construction level of railway tunnel engineering,and create better social and economic benefits for the society.

fine silty sand stratumshallow-buried sectiontunnelradial grouting

樊旭东

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中铁二十二局集团第四工程有限公司,天津 301700

粉细砂地层 浅埋地段 隧道 径向注浆

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(2)
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