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