Comparative Analysis on Stress-Strain Characteristics for Cement Stabilized Macadam Base in Different Layer Contact Conditions

Abstract:

In this paper, roads analysis software bisar 3.0 be used to build an elastic layered system analysis model for cement stabilized macadam base. Different construction methods and structures contact conditions between the layers were comprehensive considered based on the actual pavement structure, in order to analyze the internal stress-strain state of cement stabilized macadam. The results show that interlayer contact conditions is approximately smooth state when cement stabilized macadam base used the traditional two layered construction method, which may occur structural damage between cement stabilized macadam base caused by partial stress concentration. However, the interlayer contact conditions is approximately completely continuous state when used the overall construction methods, and the stress-strain state of cement stabilized macadam can significantly improve by changing interlayer contact conditions. Finally, by changing the construction methods for to change interlayer contact conditions, the stress-strain state of cement stabilized macadam can be effectively improved, and the road performance and service life also be significantly improved.

• Periodical: Applied Mechanics and Materials (Volumes 477-478)
• Pages: 547-552
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.477-478.547
• Online since: December 2013
• Authors: Bo Li, Yong He Yue, Zheng Wei Zhang
• Keywords: Bisar 3.0 Software, Cement Stabilized Macadam Base, Interlayer Contact Conditions, Stress-Strain Characteristics

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