江西建材Issue(9)：292-295,4.
地质断裂破碎带区域隧道土压平衡盾构施工控制技术研究
Research on Construction Control Technology of Soil Pressure Equilibrium Shield Tunneling in Geological Fracture Site
摘要
Abstract
In this paper,the basic situation and geological conditions of a subway tunnel project with geological fracture zone are briefly intro-duced,and the technical difficulties and risks of shield construction are analyzed.In this study of shield construction technology and measures in the geological fracture zone,it is suggested that some technical measures should be taken in advance,such as geological supplementary pros-pecting,increasing monitoring frequency and improving residue to prevent jamming,before entering the site of the geological fracture zone.The data analysis and experience summary combined with the control effect of this research can provide some reference for the construction control and management of similar sites.关键词
破碎带/地铁隧道/盾构施工/土压平衡/施工控制技术Key words
Fracture zone/Metro tunnel/Shield tunneling/Soil pressure equilibrium/Construction control technology分类
天文与地球科学引用本文复制引用
潘京敏,王亚飞,王四顺,杨泽..地质断裂破碎带区域隧道土压平衡盾构施工控制技术研究[J].江西建材,2024,(9):292-295,4.基金项目
浙江省应急管理厅2024年度应急管理研发攻关科技项目《山体爆破作用下高边坡地震效应及邻近建(构)筑物结构动力响应安全分析研究》(项目编号:2024YJ019) （构）
浙江安防职业技术学院校级重点科研项目《温州地区高铁隧道爆破振动作用下邻近建筑安全分析研究》(项目编号:AF2023Z03). （项目编号:AF2023Z03）
