为研究粉细砂地层单层暗挖车站柱洞法施工时地表沉降规律，采用注浆试验、数值分析与现场监控量测相结合的方式进行研究，并通过分析柱洞法在粉细砂地层设计及施工中存在的问题，提出一种在粉细砂地层单层暗挖车站的优化设计方案。结果表明： 1）注浆加固对粉细砂的含水量、黏聚力、内摩擦角、压缩模量均有明显的改善； 2）粉细砂地层柱洞法施工地表沉降大、沉降槽宽度大； 3）柱洞法施工时存在施工空间狭小、边跨施工沉降量大、综合接地施工困难等问题； 4）优化后的单层暗挖施工方案具有沉降量小、可机械化施工、节约工期、施工方便等优点。
In order to study the ground settlement law during the
construction of the singlelayer mined station in silty sand
layer by columnhole method, the method of grouting
test, numerical analysis and onsite monitoring and
measurement are combined and adopted. The problems in design and construction
of columnhole method in silty sand layer are analyzed,
and an optimized design method is put forward. The results show that: (1) The
grouting reinforcement can significantly improve the moisture content, cohesion,
internal friction angle and compression modulus of silty sand layer. (2) The
ground settlement and settlement groove induced by columnhole method are large in silty sand layer. (3) Problems such as
narrow construction space, large sidespan construction
settlement, and difficulty in comprehensive grounding construction exist in
columnhole method construction. (4) The optimized
singlelayer mining construction scheme are
characterized by small settlement, mechanized construction, time saving and convenient
construction.
