A finite element study of ground movements measured in centrifuge model tests of tunnels

被引：0

作者：

Stallebrass, SE

Grant, RJ

Taylor, RN

机构：

来源：

GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 1996年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The combination of numerical and physical modelling is a powerful means by which a comprehensive insight into ground movements due to tunnelling can be obtained. Results are presented of plane strain finite element analyses of a tunnel in clay which correspond to a simulation of tunnelling used in centrifuge model tests. In this modelling exercise, the influence of an overlying sand layer and its effect on subsurface movements was studied.

引用

页码：595 / 600

页数：6