Back to Search Start Over

Research on Bending Fatigue Properties of Reinforced Macadam Foundation

Authors :
Hongjun Jing*
Mingjie Gou
Lichen Song
Hongjun Jing*
Mingjie Gou
Lichen Song
Source :
Tehnički vjesnik; ISSN 1330-3651 (Print); ISSN 1848-6339 (Online); Volume 28; Issue 4
Publication Year :
2021

Abstract

Existing macadam base structures have poor resistance to bending deformation of pavement. The structural layer is challenged with serious cracking due to the long-term dynamic loads. Despite these issues, however, studies on reinforcement techniques for macadam base structure have been scarce. No reasonable and feasible method on how to improve the bending resistance of flexible base structures (e.g. macadam base structure) and prolong their bending fatigue life has yet been reported. Thus, this study proposed a method for reinforcing macadam base structures with geogrids to strengthen bending performance, anti-fatigue performance and dynamic stability of flexible base structures under different loading levels. The reinforced macadam base structure was investigated through a laboratory test of flexural-tensile strength and a three-point fatigue bending test. A cyclic loading test of reinforced and non-reinforced girder specimens was carried out under five stress levels. The effect of such a new reinforcement method in improving the bending fatigue properties of macadam base structures was analyzed by comparing the yield curves and fatigue lives of reinforced and non-reinforced specimens under different loading levels. Results demonstrate that the non-reinforced macadam base has poor bending resistance. The yield curve and fatigue life of non-reinforced specimens attenuated quickly as it approached the ultimate loading level. Non-reinforced specimens have low-cycle fatigue failures when the loads reach the 0.8 stress level and the ultimate displacement at failure is relatively small, accompanied by obvious failure surface. After geogrids are added, the fatigue life of specimens improved significantly. The yield curve shows no significant attenuation at a high loading level. The reinforced specimens can still maintain high-cycle fatigue failure under the 0.8 stress level and avoid the occurrence of low-cycle fatigue failures. Moreover, reinforced specimens can inhibit

Details

Database :
OAIster
Journal :
Tehnički vjesnik; ISSN 1330-3651 (Print); ISSN 1848-6339 (Online); Volume 28; Issue 4
Notes :
application/pdf, English
Publication Type :
Electronic Resource
Accession number :
edsoai.on1262049196
Document Type :
Electronic Resource