摘要
介绍了成都地铁某盾构区间始发掘进后引起地面塌陷的情况,从地质认识、施工工艺、使用设备等方面分析了导致地面塌陷的原因,并提出了盾构始发掘进应注意的事项,为同类工程施工积累了经验。
This paper introduced the ground subsidence situation of a shield section starting tunnelling of Chengdu metro,analyzed the causes leading to ground subsidence from the geology understanding,construction technology,use equipment and other aspects,and put forward the matters needing attention of shield starting tunnelling,so as to accumulate experience for similar project construction.
出处
《山西建筑》
2014年第20期222-224,共3页
Shanxi Architecture
关键词
盾构始发
掘进
地面塌陷
地铁
shield starting
tunnelling
ground subsidence
metro