Characterization of unbound granular materials within a mechanistic design framework for low volume roads. (December 2017)

• Record Type: Journal Article
• Authors: Canon Falla, G.; Leischner, S.; Blasl, A.; Erlingsson, S.
• Is Part Of: Transportation geotechnics. Volume 13(2017)
• Page Start: 2
• Page End: 12
• Publication Date: 2017-12
• Subjects: Mechanistic pavement design -- Low volume road -- Unbound granular materials -- Performance tests; Engineering geology -- Periodicals; Soil mechanics -- Periodicals; Rock mechanics -- Periodicals; Transportation -- Periodicals; 624.15105
• DOI: 10.1016/j.trgeo.2017.08.010
• Languages: English
• ISSNs: 2214-3912

Abstract

Abstract: Unbound granular materials (UGM), used in base and subbase layers, play a major role in the structural performance of low volume roads (LVR) with a thin asphalt surface layer. A prerequisite for a proper design of such roads is the development of reliable testing techniques to simulate the behavior of UGMs under conditions similar to those that occur when subjected to traffic. Therefore, there is a need for simple and economical test methods to characterize the mechanical behavior of UGM under the action of high traffic loads. This paper presents a methodology for the experimental characterization of UGMs with a focus on mechanistic design. The results of a test campaign aimed at characterizing the elastic and plastic behavior of UGM are shown. The laboratory tests were performed using a new volumetric compaction tests and the triaxial test. Based on the results of the tests, a new classification method for UGMs intended to be used in the base course of thin asphalt pavements is suggested.