A review of experimental studies of seismic behavior of reinforced soil structures

被引：0
|
作者：
Sitar, N [1 ]
Nova-Roessig, L [1 ]
机构：
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3 | 1999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：
The seismic design of reinforced soil slopes and walls has received considerable increased attention in recent years. Experimental studies have formed an essential basis for verifying the expected performance of these structures. A review of published information shows a wealth of available experimental and field data. In general, these data suggest that reinforced soil structures are quite flexible and deformable. More importantly, they appear to be very resilient and do not tend to fail catastrophically even under the most extreme conditions.
引用
收藏
页码：1083 / 1088
页数：6
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