Full-scale investigation on the traffic load influence zone and its dimension for HMA layer in inverted pavement-Reference-Cited by-同舟云学术

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Full-scale investigation on the traffic load influence zone and its dimension for HMA layer in inverted pavement

Published:2019-09 Issue: Volume:219 Page:19-30
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Han Zhenqiang^ORCID,Sha Aimin,Hu Liqun,Wu Rongzong,Li Hongyin

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Practices for unbound aggregate pavement layers;Tutumluer,2013

2. Fundamental characterization of unbound base course materials under cyclic loading, Department of;Austin,2009

3. Pavement design model for unbound granular materials;Werkmeister;J. Transp. Eng.,2004

4. Characterising the Deformation Behaviour of Unbound Granular Materials in Pavement Structures;Rahman;KTH Royal Institute of Technology,2015

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1. Mechanical Response of Pavements with Voids Under Traffic Load;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-02-13

2. Mechanical response of asphalt steel plastic pavement structure based on finite element simulation and scale load test;Construction and Building Materials;2023-12

3. Review of advanced road materials, structures, equipment, and detection technologies;Journal of Road Engineering;2023-12

4. Preliminary optimization design of inverted asphalt pavement structure using response surface method;Construction and Building Materials;2023-08

5. Numerical investigation of the performance of geocell-reinforced granular base in inverted pavement systems using nonlinear finite element modeling;CAN J CIVIL ENG;2023

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