Physical modeling of tunnels in soft ground: A review

被引:226
|
作者
Meguid, M. A. [1 ]
Saada, O. [1 ]
Nunes, M. A. [1 ]
Mattar, J. [1 ]
机构
[1] McGill Univ, Dept Civil Engn & Appl Mech, Montreal, PQ H3A 2K6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
physical modeling; soft ground tunneling; centrifuge; tunnel excavation; soil displacements;
D O I
10.1016/j.tust.2007.02.003
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Physical modeling has played an important role in studies related to excavation of tunnels in soft ground. A variety of modeling techniques have been developed by researchers all over the world to study ground response to tunneling. These techniques range from the two-dimensional trap door tests to the miniature tunnel boring machines that simulate the process of tunnel excavation and lining installation in a centrifuge. This paper presents a review of selected physical models that have been developed and used in soft ground tunneling research. Furthermore, this paper discusses some of the various approaches used to record soil deformation and failure mechanisms induced by tunneling. Experimental setups and sample results are presented for each technique as described by original authors. A summary of the advantages and disadvantages of each method is also presented. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:185 / 198
页数:14
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