The effect of reinforcement due to choice of geogrid

被引：0
|
作者：
Vanggaard, M [1 ]
机构：
[1] Franck Geotekn AS, Slangerup, Denmark
来源：
PRE-FAILURE DEFORMATION CHARACTERISTICS OF GEOMATERIALS, VOL 1 | 1999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：
At different locations in Denmark, plate load tests on test fields were carried out to determine the effect of reinforcement on top of granular soil due to choice of geogrid/geotextiles at the subsoil. The test results lead to the conclusion that nonwoven geogrid placed at the subsoil significantly increase the stiffening of a granular soil in comparison with woven geogrid, geotextiles or unreinforced granular soil.
引用
收藏
页码：891 / 894
页数：4
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