摘 要
地铁在城市松软围岩条件下的大量修建,由于浅埋暗挖法施工具有对城市交通影响小,无污染、无噪声等优点,在城市地铁隧道施工中,浅埋暗挖法具有越来越广阔的发展前景。由于城市地铁隧道往往埋深较浅、周边环境复杂,如果地面沉降控制不好,产生了较大地面沉降,将对周边地面建筑物、道路、管线造成破坏,从而会产生恶劣社会影响,所以研究地铁浅埋暗挖隧道地表沉降的控制方法具有重要
的现实意义。
本论文以武汉地铁虎名区间隧道浅埋暗挖法施工为工程背景,采用了现场实验及沉降监测相结合的手段,分析了浅埋暗挖隧道地面沉降的变形规律和引起地面沉降的主要影响因素,并对浅埋、软弱地层、岩溶这三类不良地质下条件下浅埋暗挖隧道施工地面沉降过大的原因进行了分析,研究了这三类不良地质条件下控制地面沉降的有效方法和控制效果,提出了这三类不良地质条件下地面沉降控制的技术措施和管理措施。最后以武汉地铁虎名区间隧道不良地质段施工为例,对虎名区间浅埋暗挖隧道施工中遇到上述三类不良地质情况下引起了浅埋段、岩溶段和突泥突水事件导致的地面沉降过大问题,分别对地面沉降控制方案和关键技术进行了案例分析,研究了控制效果,为以后类似工程设计、施工和科研丰富和积累了宝贵经验。
关键词:城市地铁 浅埋暗挖 地面沉降 现场监测 沉降控制
Abstract
As the subway in urban soft rock conditions of large built, Due to the shallow depthof urban traffic shallow tunnelingmethod construction has little effect on, no pollution, nonoise etc, in urban subway tunnel construction, shallow tunnelingmethod has increasinglybroad development prospects. However urban subway tunnel construction often shallow,circumjacent environment complex, if the surface settlement control is bad, exertedsignificant surface subsidence, and will be of surrounding ground buildings, roads,pipelines cause damage, and they produce bad social effect, so metro tunnel shallow depth of surface subsidence control method has the important practical significance.
This thesis combines Wuhan subway HUMIN interval shallow tunneling methodtunnel construction for engineering background, using the field experiment and themethod of combining subsidence monitoring, Analyzes the shallow depth excavationtunnel deformation law of surface subsidence caused by land subsidence and the maininfluence factors, and the shallow, soft layers, karst these three bad geological conditionsunder the shallow depth excavation tunnel construction land subsidence big reason isstudied and these three poor geological conditions, ground subsidence control effective ways and control effect, and presents the three poor geological conditions, land subsidence
control technical measures and management measures. Finally Wuhan subway HUMINinterval shallow tunneling method tunnel construction bad geological section as anexample, the thesis HUMIN interval shallow depth excavation in tunnel construction meet the above three bad geological conditions caused a shallow buried section, karst
section and sudden mud waterinrush events which subsidence oversized questionrespectively, the land subsidence control scheme and key technologies used in the case,the paper studies the control effect, for the following similar engineering design, construction and research enriched and accumulated valuable experience from it.
Key words: Urban Subway Shallow Tunneling Method Surface Subsidence Tunnel Monitoring Measurement Settlement Control