New shakedown criterion and permanent deformation properties of unbound granular materials

Author:

Alnedawi AliORCID,Nepal Kali PrasadORCID,Al-Ameri RiyadhORCID

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Computer Science Applications,Mechanical Engineering,Transportation

Reference57 articles.

1. Yideti TF, Birgisson B, Jelagin D et al (2014) Packing theory-based framework for evaluating resilient modulus of unbound granular materials. Int J Pavement Eng 15(8):689–697

2. Bodin D, Kraft J (2015) Effect of moisture content and laboratory preparation conditions on the permanent deformation of unbound granular materials. 192529403X

3. Alnedawi A, Nepal KP, Al-Ameri R (2018) Mechanistic behavior of open and dense graded unbound granular materials under traffic loads. Int J GEOMATE 14:124–129

4. Kwon J, Kim SH, Tutumluer E et al (2015) Characterisation of unbound aggregate materials considering physical and morphological properties. Int J Pavement Eng 1–6

5. Lekarp F, Isacsson U, Dawson A (2000) State of the art. II: permanent strain response of unbound aggregates. J Transp Eng 126(1):76–83

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