Determination of linearity limit of bitumen and mastic using large-amplitude oscillatory shear-Reference-Cited by-同舟云学术

Determination of linearity limit of bitumen and mastic using large-amplitude oscillatory shear

Published:2022-08-13 Issue: Volume: Page:1-15
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Sanchana I. C.¹,Sandeep I. J. S.¹,Divya P. S.¹,Padmarekha A.²,Murali Krishnan J.¹^ORCID

Affiliation:

1. Indian Institute of Technology Madras, Chennai, India

2. SRM Institute of Science and Technology, Chennai, India

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2022.2107206

Reference35 articles.

1. Linear Rheological Behavior of Bituminous Paving Materials

2. Anderson, D.A., et al., 1994. Binder characterization and evaluation, volume 3: physical characterization. Washington, DC: Strategic Highway Research Program, National Research Council, Report No. SHRP-A-369.

3. How to define the storage and loss moduli for a rheologically nonlinear material?

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Asphalt binder characterization using waveform-based viscoelastic measures and time-temperature superposition principle under large strains;Construction and Building Materials;2024-08

2. Fatigue Behavior of Bitumen and Mastic Using Higher-Order Harmonics;Lecture Notes in Civil Engineering;2024

3. Quantification of viscous and damage dissipation of bituminous binder and mastic using White-Metzner model;International Journal of Pavement Engineering;2023-08-22

4. An investigation into the nonlinear rheological behavior of modified asphalt binders using large amplitude oscillatory shear rheology;International Journal of Pavement Engineering;2023-05-17