Application of Pre-Cracking in Semi-Rigid Base to Mitigate Reflective Cracking

Abstract:

Because of the high strength and sound stability, the cement stabilized base has been widely used in high grade pavement in China. But shrinkage cracking are easy to occur in the cement stabilized base. Under the repeating action of traffic loads and temperature loads, this kind of cracks are easy to propagate towards the asphalt surface, being called “reflective crack”. Shrinkage cracks are not normally avertable in the cement stabilized base, in contrast with a few wide cracks of broad spacing, numerous thin cracks of narrow spacing contribute little to the severe reflection cracking. On the basis of this thinking, the pre-cracking technique as a promising approach is brought forward. Several vibratory roller passes to the cement-treated base at a short curing stage, typically 1 to 3 days after placement, to create a fine network of cracks, which avoids the wide and/or long cracks and creates the ideal crack model. Comparing to wide cracking, the degree of the stress concentration resulting from thin cracking is by far mitigated. The Finite Element Method is used to predict the ideal crack model, and then the mechanical responses of the semi-rigid pavement of single wide cracking and net hairline cracking under vehicle loading are numerically simulated, simultaneously compared and analyzed. The simulation analyses indicate that the pre-cracking technique is a very useful tool to mitigate the reflective cracks.

• Periodical: Advanced Materials Research (Volumes 1030-1032)
• Pages: 709-713
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.709
• Online since: September 2014
• Authors: Peng Fei Li*, Jing Hui Liu, Hao Peng Huang, Hao Du
• Keywords: Finite Element, Numerical Simulation, Pre-Cracking, Reflective Crack, Shrinkage Crack

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