Behaviour of rubberised cement-bound aggregate mixtures containing different stabilisation levels under static and cyclic flexural loading
Author:
Affiliation:
1. Civil Engineering Department, University of Anbar, Anbar, Iraq
2. School of Civil Engineering, Faculty of Engineering, University of Nottingham, Nottingham, UK
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2019.1605924
Reference34 articles.
1. Arnold, G., Morkel, C. & van der Weshuizen, G. (2012). Development of tensile fatigue criteria for bound materials, NZ Transport Agency report No. 463, New Zealand Institute of Highway Technology.
2. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends
3. Strength properties of steel slag stabilized mixes
4. Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method
5. Study on properties of recycled tire rubber modified asphalt mixtures using dry process
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