INVESTIGATIONS OF GEOSYNTHETIC INTERLAYER BONDING IN ASPHALT LAYERS

被引：0
|
作者：
Zielinski, P. [1 ]
机构：
[1] Cracow Univ Technol, Fac Civil Engn, Krakow, Poland
来源：
ARCHIVES OF CIVIL ENGINEERING | 2011年 / 57卷 / 04期
关键词：
interlayer bonding; shear strength; shear stiffness; asphalt concrete; geosynthetics interlayer;
D O I：
10.2478/v.10169-011-0029-x
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents the results of an extensive investigation of asphalt concrete specimens with geosynthetic interlayer. The subject of this research is evaluation of influence of geosynthetics interlayer applied to bituminous pavements on interlayer bonding of specimens. The results of the tests proves that when geosynthetic is used, the bonding of interlayer depends mainly on the type of bituminous mixture, the type of geosynthetic, and the type and amount of bitumen used for saturation and sticking of geosynthetic. The amount of bitumen used in order to saturate and fix the geosynthetic significantly changes the interlayer bonding of specimens.
引用
收藏
页码：401 / 423
页数：23
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