摘要
本文着重讨论在软土地层中采用盾构法施工，引起地面沉降的因素、沉降影响范围、沉降与注浆量的关系。
This paper deals with mainly the construction in soft stratum by theshield driving method, the factors causing ground settlement and the relationshipbetween the settlement and the quantity of grouting. A quantitative analysis of thecontrol of ground settlement was carried out .[
出处
《地下空间》
CSCD
1995年第4期250-258,共9页
Underground Space
关键词
地下铁道
盾构法
地面沉降
工程施工
注浆量
Subway, sectional tunnel, shield driving method, ground settlement,stability ratio, loss of stratum, quantity of grouting.
