Abstract
Open-Graded (OG) Unbound Granular Materials (UGMs) are generally used in permeable pavement constructions. In this study, the Permanent Deformation (PD) characteristics of two OG UGMs were investigated by means of Multistage (MS) Repeated- Load Triaxial (RLT) tests. The influence of moisture on the PD behavior was also investigated. Compared to a few standard UGMs, these OG UMGs exhibited slightly lower resistance against PD in relatively dry state. On the other hand, these materials were less sensitive to moisture. Therefore, at higher moisture content, the OG UGMs and the standard UGMs showed identical PD behavior. Furthermore, the accumulation of PD was modelled using a simple model which may be used for prediction of rutting, estimating bearing capacity, and for layer thickness design, using a suitable pavement design software.
| Original language | English |
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| Title of host publication | Pavement and Asset Management - Proceedings of the World Conference on Pavement and Asset Management, WCPAM 2017 |
| Editors | Maurizio Crispino |
| Publisher | CRC Press/Balkema |
| Pages | 105-114 |
| Number of pages | 10 |
| ISBN (Print) | 9780367209896 |
| Publication status | Published - 2019 |
| Event | World Conference on Pavement and Asset Management, WCPAM 2017 - Baveno, Italy Duration: 12 Jun 2017 → 16 Jun 2017 |
Publication series
| Name | Pavement and Asset Management - Proceedings of the World Conference on Pavement and Asset Management, WCPAM 2017 |
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Conference
| Conference | World Conference on Pavement and Asset Management, WCPAM 2017 |
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| Country/Territory | Italy |
| City | Baveno |
| Period | 12/06/17 → 16/06/17 |
Bibliographical note
Publisher Copyright:© 2019 Taylor & Francis Group, London.