Construction and performance of a geosynthetic reinforced unpaved road

被引：0
|
作者：
Sigurdsson, O [1 ]
Fannin, RJ [1 ]
机构：
[1] Macleod Geotech Ltd, Vancouver, BC V7T 1B8, Canada
来源：
GROUND IMPROVEMENT GEOSYSTEMS: DENSIFICATION AND REINFORCEMENT | 1997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 full scale field trial was carried out to investigate the performance of different geosynthetics in unpaved road construction over soft ground. One section is unreinforced and serves as a control section in the study, three sections include a geotextile, and one includes a geogrid. Each test section incorporated a variable thickness of sand gravel base course material, and was trafficked by a vehicle of standard axle load. A comparison of field performance with the most commonly used design approach indicates a potential to overpredict the number of vehicle passes at small to moderate ruts.
引用
收藏
页码：322 / 328
页数：7
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