Fines content, plasticity index and dust ratio influencing the modulus and permanent deformation behavior of aggregates

Author:

Osouli Abdolreza,Adhikari Pradip,Tutumluer Erol,Shoup Heather

Funder

Illinois Department of Transportation

Publisher

Elsevier BV

Subject

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

Reference50 articles.

1. AASHTO M 147-65. Standard Specification for Materials for Aggregate and Soil- aggregate Subbase, Base, and Surface Courses. American Association of State Highway and Transportation Officials, Washington D.C.; 2008.

2. AASHTO. Standard method of test for determining the resilient modulus of soils and aggregate materials. T307-99 (R2007), Standard specifications for transportation materials and methods of sampling and testing, 31st Ed., and Provisional standards, Washington, DC; 2012.

3. Allou F, Petit C, Chazallon C, Hornych P. Influence of the macroscopic cohesion on the 3D FE modeling of a flexible pavement rut depth. In: Bearing Capacity of Roads, Railways and Airfields. 8th International Conference (BCR2A'09) University of Illinois, Urbana-Champaign; 2009.

4. Shakedown approaches to rut depth prediction in low-volume roads;Allou;J Eng Mech,2010

5. ASTM Standard D 1241. Standard specification for materials for soil aggregate subbase, base, and surface courses. ASTM international, West Conshohocken (PA); 2000.

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