摘要
视挤压式盾构施工隧道引起的地表移动为一随机过程,应用随机介质理论对所引起的地表移动和变形进行了分析。工程实例分析表明,该分析方法效果良好。
The ground surface heave due to tunnel construction by squeeing shield is considered as a stochastic process and the stochastic medium theory is applied to the prediction of the ground surface movement and deformation. An example of case history shows that the prediction method developed in this paper can reach good results.
出处
《岩土力学》
EI
CAS
CSCD
1998年第3期10-13,共4页
Rock and Soil Mechanics
基金
国家自然科学基金!59674002
关键词
挤压式
盾构
地表移动
地表变形
隧道
squeezing shield, ground surface movement and deformation, stochastic edium theory