Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials-Reference-Cited by-同舟云学术

Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials

Published:2014-01-02 Issue:1 Volume:15 Page:220-235
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Cetin Altan,Kaya Zulkuf,Cetin Bora,Aydilek Ahmet H.

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/14680629.2013.869505

Reference33 articles.

1. AASHTO T307. (2007). Determining the resilient modulus of soils and aggregate materials. Washington, DC: American Association of State Highway and Transportation Officials.

2. Bennert, T. & Maher, A. (2005).The development of a performance specification for granular base and subbase material(Report FHWA-NJ-2005-003). New Jersey, NJ: Department of Transportation, pp. 55.

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