Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design

Author:

Alnedawi AliORCID,Nepal Kali Prasad,Al-Ameri Riyadh

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference41 articles.

1. Alnedawi, A., Nepal, K. P. and Al-Ameri, R.: A comparison study between basalt and granite crushed rocks under repeated traffic loads. The First MoHESR and HCED Iraqi Scholars Conference in Australasia. Melbourne, Australia (2017)

2. Alnedawi, A., Nepal, K.P., Al-Ameri, R.: Mechanistic behavior of open and dense graded unbound granular materials under traffic loads. International Journal of GEOMATE. 14, 124–129 (2018a)

3. Alnedawi, A., Nepal K. P., al-Ameri R., Alabdullah M.: Effect of vertical stress rest period on deformation behaviour of unbound granular materials: experimental and numerical investigations. J. Rock Mech. Geotech. Eng. (2018b)

4. Australian Standard: Soil Compaction and Density Tests-Determination of the Dry Density/Moisture Content Relation of a Soil Using Modified Compactive Effort. Sydney, Australia: Standards Australia (2003)

5. Austroads: Austroads repeated load triaxial test method: determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions, AG-PT/T053. Austroads Publication, 1–29 (2007)

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