摘要
以某地铁区间隧道盾构施工项目为背景,对盾构推进过程中产生的地表沉降及各种影响因素进行了深入研究,得出了一套适合于隧道曲线段盾构施工地表沉降的预测及计算方法。
In order to get a proper prediction of the surface settlement profile induced by curved alignment tunnel, the features of ground settlement profile will be studied in this dissertation, as well as major factors affected that. A set of calculation formulas for the ground settlement induced by curved shielding tunnel will be obtained.
作者
冯浩
Feng Hao(Shanghai Civil Engineering Group Co. , Ltd of CREC, Shanghai 200436, Chin)
出处
《山西建筑》
2018年第9期163-164,共2页
Shanxi Architecture
关键词
隧道
不均匀沉降
沉降预测
计算方法
tunnel, uneven settlement, settlement prediction, calculation method
