Anti-Damage Performance of Asphalt Concrete Reinforced with Different Position Grid

Ya Zhen Sun; Zhao Yang Xin; Si Bo Zhang

doi:10.4028/www.scientific.net/AMM.587-589.924

Paper Titles

Effect of Exogenous Spermidine on the Absorption of Copper Ions in Salix Matsudana
p.904

Study of the Oxygen Supply, Propelling and Mixing Performance Optimization Conditions of an Improved Carrousel Oxidation Ditch
p.908

Pretreatment Effect on the Stability of Coal Hexane Coal-Water Suspension
p.912

A Southern Highway Asphalt Pavement Analysis and Treatment of Water Damage
p.919

Anti-Damage Performance of Asphalt Concrete Reinforced with Different Position Grid
p.924

Field Study of Improvement Mechanism of Geogrid-Reinforced and Pile-Supported Embankment
p.928

Frequency Domain Analysis to Vibration Respones of Subgrade Induced by Train at Seasonally Frozen Region of Daqing in China
p.934

Analysis of Stress and Strain for Semi-Rigid Asphalt Pavement Based on Accelerated Loading Test
p.939

Experimental Study on Microseism Wave Propagation Characteristics of the Pavement Base
p.943

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Anti-Damage Performance of Asphalt Concrete...

Anti-Damage Performance of Asphalt Concrete Reinforced with Different Position Grid

Abstract:

This paper uses Sidoroff damage model to research asphalt concrete (AC) trabecular tensile damage. Damage factor D is used to estimate the damage degree of AC. And the optimum position of grid overlay is obtained. In order to simulate the trabecula without grid and grid in different position, an AC trabecular bending test model is established in ABAQUS. From the analysis of AC damage, it can retard AC damage efficiently when grid overlay is located on the bottom of trabecula. The results of the research can offer the reference of controlling on damage cracking in the process of design and construction of asphalt pavement.

You might also be interested in these eBooks

Sustainable Cities Development and Environment Protection IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

924-927

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.924

Citation:

Cite this paper

Online since:

July 2014

Authors:

Ya Zhen Sun, Zhao Yang Xin*, Si Bo Zhang

Keywords:

ABAQUS, Anti-Damage, Asphalt Concrete, Finite Element, Grid

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Ali Khodaii, Shahab Fallah and Fereidooon Moghadas Nejad. Effects of Grid on Reduction of Reflection Cracking in Asphalt Overlays., J. Geotextiles and Geomembranes, 2009: 1-8.

DOI: 10.1016/j.geotexmem.2008.05.007

Google Scholar

[2] Hosseini H.R.A., Darban,A. k. and Fakhri,K. The Effect of Geosynthetic Reinforcement on the Damage Propagation Rate of Asphalt Pavements., J．Scientia Iramica, 2009, pp.26-32.

Google Scholar

[3] Sam-Deok Cho, Dae-Young Lee and Nam-Ho Kim. Effect of the Crack Prevention of Asphalt Pavement Using Grid.,C. GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, 2006, p.59.

DOI: 10.1061/40803(187)59

Google Scholar

[4] Sun, Y. Z. , Liu, J. M. and Zhao, F. X. Crack Resistance of Grid Overlay Based Asphalt Concrete Pavement., J. Journal of Highway and Transportation Research and Development, 2012, v. 29(1): 34-37.

Google Scholar

[5] Yu, W. S. & Feng, X. Q. Damage Mechanics., [M], Beijing. Tsinghua University Press, (1997).

Google Scholar

[6] Wang, J. C. & Chen, Y. K. Application of ABAQUS in Civil Engineering., [M], Hangzhou. Zhejiang University Press, (2006).

Google Scholar

[7] Liao, G. Y. & Huang, X. M. Application of ABAQUS Finite Element Sotfware in Road Engineering., [M], Nanjing. Southeast University Press, (2008).

Google Scholar

[8] WANG Qiang, ZHU Lili, LI Zhe, LIU Lin. Study on the Constitutive Model of Concrete and Steel for Explicit Dynamic Beam Elements of ABAQUS[J]. Journal of Shenyang Jianzhu University (Natural Science). 2013, 29(1): 56-64.

Google Scholar

[9] JTJ 052-2000, 2000: Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering [S], Beijing.

Google Scholar