Shear bond strength between asphalt layers for laboratory prepared samples and field cores

被引:69
作者
Collop, A. C. [1 ]
Sutanto, M. H. [1 ]
Airey, G. D. [1 ]
Elliott, R. C. [2 ]
机构
[1] Univ Nottingham, Nottingham Transportat Engn Ctr, Nottingham NG7 2RD, England
[2] Scott Wilson, Chilwell NG9 6RZ, Notts, England
关键词
Bond between layers; Interface properties; Shear strength; Laboratory shear test; Leutner test;
D O I
10.1016/j.conbuildmat.2008.11.017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes the laboratory measurement of shear interface properties between asphalt layers using the Leutner test. Results are presented and compared for both laboratory prepared specimens and field cores. The standard Leutner test was modified by the introduction of a 5 mm gap into the shear plane to reduce edge damage caused by misalignment of the specimen and specimens that incorporate a thin surfacing material were extended using a 30 mm thick grooved metal cylinder to eliminate dependence of the shear strength on Surfacing thickness. The laboratory produced surfacing/binder course combinations incorporating the 20 mm Dense Bitumen Macadam (20 DBM) binder course showed the highest average shear strengths when nothing was applied at the interface and the lowest average shear strengths when the tack coat was applied at the interface. The average shear strength from field cores was found to increase as the class of the road increases for both surfacing/binder course interfaces and binder course/base interfaces. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2251 / 2258
页数:8
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