Influence of flaky aggregate towards creep and resilient modulus on asphalt concrete 20

The aim of this paper is to investigate and evaluate the characteristics of flaky aggregate shapes that specifically towards creep and resilient modulus. The maximum allowable aggregate size selected specifically for this study is size 20 mm. In general, flakiness aggregates are being avoided in asp...

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主要作者: Mahmud, Mohd. Zul Hanif
格式: Thesis
语言:English
出版: 2013
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在线阅读:http://eprints.utm.my/id/eprint/33201/5/MohdZulHanifMahmudMFKA2013.pdf
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