Effect of temperature on geosynthetic rutting performance in asphalt pavement-Reference-Cited by-同舟云学术

Effect of temperature on geosynthetic rutting performance in asphalt pavement

Published:2017-06-03 Issue:11 Volume:35 Page:1104-1109
ISSN:1091-6466
Container-title:Petroleum Science and Technology
language:en
Short-container-title:Petroleum Science and Technology

Author:

Hojat Shamami Vahid¹,Khiavi Alireza Khavandi¹

Affiliation:

1. Department of Civil Engineering, University of Zanjan, Zanjan, Iran

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Energy Engineering and Power Technology,Fuel Technology,General Chemical Engineering,General Chemistry

Link

https://www.tandfonline.com/doi/pdf/10.1080/10916466.2017.1305400

Reference14 articles.

1. Mechanistic–empirical analysis of the results of finite element analysis on flexible pavement with geogrid base reinforcement

2. Creep Behavior of Hot-Mix Asphalt due to Heavy Vehicular Tire Loading

3. ARA, Inc. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Rep. NCHRP Project 1-37A, Washington, D.C.: Transportation Research Board.

4. Garba, R. (2002). Permanent deformation properties of asphalt concrete mixtures. Ph.D. Dissertation, Trondheim, Norway: NTNU University.

5. Gu, J. (2011). Computational modeling of geogrid reinforced soil foundation and geogrid reinforced base in flexible pavement. Ph.D. dissertation, Baton Rouge, LA: Louisiana State University.

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