Experimental Study on the Anti-Cracking Performance for Geosynthetics Overlay

Ya Zhen Sun; Li Bao Wang; Bao Yang Yu

doi:10.4028/www.scientific.net/AMR.838-841.1295

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Experimental Study on the Anti-Cracking...

Experimental Study on the Anti-Cracking Performance for Geosynthetics Overlay

Abstract:

In order to study anti-cracking performance for geosynthetics, the splitting and fatigue test of bituminous mixtures with geosynthetics and without geosythetics are carried out. The mechanical performance for tensile strength and elastic modulus of asphalt mixture are obtained through two tests. The tensile strength and elastic modulus of bituminous mixture are increased by 14.9% and 54.9% respectively. Through adding the geosynthetics overlay to achieve the purpose of retarding the development of cracks in the pavement.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

1295-1298

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.1295

Citation:

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Online since:

November 2013

Authors:

Ya Zhen Sun*, Li Bao Wang, Bao Yang Yu

Keywords:

Anti-Cracking, Bituminous, Fatigue Test, Geosynthetics Overlay, Splitting Test

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References

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