Inverse engineering stress-dependent resilient moduli of cement-treated base materials in asphalt pavements using falling weight deflectometer-Reference-Cited by-同舟云学术

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Inverse engineering stress-dependent resilient moduli of cement-treated base materials in asphalt pavements using falling weight deflectometer

Published:2024-07-04 Issue:1 Volume:25 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Li Ziming¹,Luo Xue¹,Zhang Yuqing²,Zhou Xingye³,Wang Xudong³

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, People’s Republic of China

2. School of Transportation, Southeast University, Nanjing, People’s Republic of China

3. Fundamental Research Innovation Centre, Research Institute of Highway Ministry of Transport, Beijing, People’s Republic of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2024.2359546

Reference35 articles.

1. Cross-Anisotropic Characterization of Unbound Granular Materials

2. An approach for adjusting the laboratory-determined dynamic modulus master curve of asphalt layers based on falling weight deflectometer measurements;Alfarra M.;Advances in Civil Engineering,2023

3. Stress-dependent behavior of lightly stabilized industrial waste subbase using falling weight deflectometer;Bakare M.D.;Geotechnical Testing Journal,2024

4. Nonlinear viscoelastic approach to model damage-associated performance behavior of asphaltic mixture and pavement structure

5. Backcalculation of full-depth asphalt pavement layer moduli considering nonlinear stress-dependent subgrade behavior

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