期刊论文

Yang, Junsheng

中文

岩土力学

1000-7598

1998

19

3

10-13

10.16285/j.rsm.1998.03.002

国家自然科学基金!59674002；

本校为第一且通讯机构

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 develop...