Response of shield tunnel linings under seismic loading

被引：0
|
作者：
Tohda, J [1 ]
Yano, H [1 ]
Tomita, J [1 ]
机构：
[1] Osaka City Univ, Osaka 558, Japan
来源：
SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 2 | 2001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：
A series of 1/50 scale dynamic centrifuge model tests was conducted to investigate response of two types of shield tunnel linings under seismic loading, one with a conventional internal concrete lining and the other with a newly developed internal lining that consists of thin FRPM pipes and air-mortar, The tests showed that the new internal lining has considerably higher earthquake resistance than the conventional internal concrete linings. A new design concept for the shield tunnel linings was briefed.
引用
收藏
页码：803 / 804
页数：2
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