| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7171818 | International Journal of Fatigue | 2016 | 9 Pages |
Abstract
In this paper, this test is experimentally validated. Fatigue performances under biaxial flexion are determined for two stabilized soils. Based on numerical modeling of the HSR structure, results confirm the relevance for a use in HSR capping layers. Moreover, they open new perspectives for scientific and technologic explorations in order to rationalize the costs of the structures.
Keywords
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Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Mathieu Preteseille, Thomas Lenoir,