Modelling roughness progression of sealed granular pavements: a new approach-Reference-Cited by-同舟云学术

Modelling roughness progression of sealed granular pavements: a new approach

Published:2017-02-02 Issue:2 Volume:20 Page:222-232
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Alaswadko Nahla¹,Hassan Rayya²^ORCID,Meyer Denny³,Mohammed Bayar¹

Affiliation:

1. Faculty of Science, Engineering and Technology, Swinburne University of Technology , Melbourne, Australia

2. Centre for Sustainable Infrastructure, Swinburne University of Technology , Melbourne, Australia

3. Department of Statistics, Data Science and Epidemiology, Swinburne University of Technology , Melbourne, Australia

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2017.1283689

Reference41 articles.

1. AASHTO , 2001.Pavement management guide. Washington, DC: American Association of State Highway and Transportation Officials (AASHTO).

2. Anderson, D. , 2012.Hierarchical linear modeling (HLM): an introduction to key concepts within cross-sectional and growth modeling frameworks. Behavioral Research and Teaching, Technical Report No. 1308.

3. Austroads , 1992.Pavement design: a guide to the structural design of road pavements. 1st Revision. Austroads, Austroads Publication No. AP-17/92.

4. Byrne, M. and Aguiar, G. , 2010.Impact of climate change on road performance: updating climate information for Australia. Sydney: Austroads, Austroads Publication No. AP-R358-10.

5. Evans, R.P. , 2013. Synchronisation of road profile data and the assessment of road roughness using waveband analysis. Thesis (PhD). Swinburne University of Technology.

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