摘要
在海底高水压下,用矿山法施工接收段进行盾构接收的研究还不全面。本文结合青岛市地铁8号线大洋站~青岛北站区间海底盾构与矿山法接收节点工程,采用数值方法研究了接收段矿山隧道注浆加固的变形规律,详细梳理了接收工法各步骤,最后通过现场监测数据验证了施工方法的有效性。
The study of shield receiving by mining method is scarce under the high water pressure in the sea bottom. Taking into account the submarine shield tunneling receiving project by mine method between Dayang Station and Qingdao North Station of Qingdao Metro Line 8, the deformation law of grouting reinforcement in receiving section of mine tunnel is studied by numerical method. Each step of receiving method is sorted out in detail. Finally, the effectiveness of the construction method is verified by the field monitoring data.
出处
《辽宁省交通高等专科学校学报》
2021年第2期1-4,共4页
Journal of Liaoning Provincial College of Communications
关键词
海底隧道
盾构
矿山法
对接施工
变形控制
undersea tunnel
shield
mining method
dock construction
deformation control
