摘要
本文在综合分析了国内外有关资料的基础上,针对浅埋地铁盾构施工,提出了二维地表沉陷预测公式有关参数的修正建议,并给出了三维地表沉陷预测公式。
On the basis of data at home and abroad the parameters of pr-edicting surface settlement formula of two dimensions are amended,and a predicting formula of three dimensions is given for pre-dicting surface settlement about shallow subway by shield-tunnelingin this paper.
出处
《长沙铁道学院学报》
CSCD
1990年第3期27-35,共9页
Journal of Changsha Railway University
关键词
地铁
隧道
泥水盾构
沉陷槽
snrface trough settlement
slurry type shield
earth pressure type shield
