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隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (6): 1145-1158.DOI: 10.3973/j.issn.2096-4498.2026.06.002

• 研究与探索 • 上一篇    下一篇

高水压强渗透地层盾构地中对接足尺模型试验(Ⅰ)—— 平台设计

姚占虎1, 杨南2, 张亚洲2, *, 梁玉强2, 李辉2, 陆平2, 孙敬鑫2   

  1. (1. 中交一公局集团有限公司, 北京 100024; 2. 中交隧道工程局有限公司, 江苏 南京 211106)
  • 出版日期:2026-06-20 发布日期:2026-06-20
  • 作者简介:姚占虎(1977—),男,陕西西安人,2000 年毕业于石家庄铁道大学,土木工程专业,硕士,正高级工程师,主要从事隧道工程的施工与管理工作。 E-mail: 379358063@qq.com。 *通信作者: 张亚洲, E-mail: yazhouzhang321@163.com。

Full-Scale Model Test for Underground Docking of Shield Tunnels in High Water Pressure and Highly Permeable Strata (I): Platform Design

YAO Zhanhu1, YANG Nan2, ZHANG Yazhou2, *, LIANG Yuqiang2, LI Hui2, LU Ping2, SUN Jingxin2   

  1. (1. China First Highway Engineering Co., Ltd., Beijing 100024, China; 2. CCCC Tunnel Engineering Co., Ltd., Nanjing 211106, Jiangsu, China)
  • Online:2026-06-20 Published:2026-06-20

摘要: 为解决高水压强渗透地层中盾构对接时小角度盾壳钻孔、高水压注浆、渗漏应急处置、冷冻贴壁热作业及钢壳混凝土填充5项关键工艺缺乏足尺物理模拟平台、难以真实还原多阶段工艺交互的问题,依托江阴靖江长江隧道盾构地中对接工程,设计研制一套多阶段递进式足尺模型试验平台。该平台基于功能分区、参数可控、多场耦合的设计理念,以足尺钢结构箱体为核心装置集成稳压与冷冻等系统,可模拟1.0 MPa高水压强渗透及低温冻结的复杂地层环境;平台集成钻孔、注浆、渗漏应急处置、冷冻贴壁热作业及钢壳混凝土填充试验模块接口,能够实现对上述盾构对接关键工艺的多递进式试验研究。依托该平台开展冷冻贴壁条件下热作业试验,验证平台监测系统与模拟环境的可靠性。试验结果表明: 在设计的3种热作业工况中,100 mm厚刀盘钢板切割工况下的温度影响相对较大,在试验冷冻条件下盾壳与冻土交界面最大融化长度约为46.16 cm,占冻结壁设计长度的2.46%;冻土最大融化厚度约为15.83 cm,占冻结壁设计厚度的4.06%。

关键词: 高水压强渗透地层, 盾构地中对接, 多阶段递进式试验, 足尺模型试验平台, 平台设计

Abstract: A comprehensive physical simulation platform is currently lacking for the five critical processes—small-angle shield shell drilling, high water pressure grouting, leakage emergency handling, freezing wall thermal operation, and steel shell concrete filling—involved in shield docking within high water pressure and highly permeable strata. To overcome this limitation, a case study is conducted on the Jiangyin-Jingjiang Yangtze River Tunnel, and a multistage progressive full-scale model test platform is designed and developed. Under the design concept of functional zoning, controllable parameters, and multifield coupling, this platform adopts a full-scale steel structure box as its primary framework. It integrates pressure stabilization and freezing systems, enabling realistic simulations of complex geological conditions, including 1.0-MPa high water pressure and strong permeability. The platform integrates the interfaces of drilling, grouting, leakage emergency handling, freezing wall thermal operation, and steel shell concrete filling test modules, facilitating multistage progressive experimental research on the aforementioned key shield docking processes. A thermal operation test under freezing wall conditions was conducted using this platform, which verified the reliability of its monitoring system and simulation environment. The results indicate that among the three designed thermal operation conditions, the 100-mm thick cutterhead steel plate cutting condition exerts a relatively significant temperature influence. Under the tested freezing conditions, the maximum melting length at the shield shell and frozen soil interface is approximately 46.16 cm, representing 2.46% of the designed frozen wall length. The maximum melting thickness of the frozen soil is approximately 15.83 cm, accounting for 4.06% of the designed frozen wall thickness.

Key words: high water pressure and highly permeable strata, underground docking of shield tunnels, multistage progressive approach, full-scale model test platform, platform design