Seismic behaviour of geosynthetic-reinforced soil retaining walls

被引：0
|
作者：
Tatsuoka, F [1 ]
机构：
[1] Univ Tokyo, Dept Civil Engn, Bunkyo Ku, Tokyo 113, Japan
来源：
GEOSYNTHETICS ASIS'97 (SELECT PAPERS) | 1998年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
For the last decade, geosynthetic-reinforced soil retaining walls with a full-height rigid facing that was cast-in-place by staged construction procedures were constructed in Japan to a total length exceeding 26 km as important permanent structures mainly for railways and partly for highways. All this type of geosynthetic-reinforced retaining walls located in the affected area of the 1995 Hyogoken Nanbu Earthquake performed very well, showing their very high seismic stability.
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页码：137 / 144
页数：8
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