Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement-Reference-Cited by-同舟云学术

Effect of vehicle speed and overload on dynamic response of semi-rigid base asphalt pavement

Published:2019-05-22 Issue:3 Volume:22 Page:572-602
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Assogba Ogoubi Cyriaque¹^ORCID,Tan Yiqiu²,Sun Zhiqi¹,Lushinga Nonde¹^ORCID,Bin Zheng¹

Affiliation:

1. School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, People’s Republic of China

2. School of Transportation Science and Engineering, State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, People’s Republic of China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1614970

Reference56 articles.

1. Analysis of measured strain response of asphalt pavements and relevant prediction models

2. Viscoelastic Modeling and Field Validation of Flexible Pavements

3. Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading

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