Experimental Study on Factors Affecting Interlayer Shear Strength of Fiber Seal

Abstract:

In order to study influence of different factors on interlayer shear strength of fiber seal, an orthogonal experiment about four factors, respectively, test temperature, fiber content, asphalt content and gravel coverage, and three levels are developed with bevel shear test. The influence rules are evaluated by range analysis method. The result demonstrated that fiber content is the most correlative influencing factor. Thus provides a basis for the selection of material and performance of the fiber seal.

• Periodical: Advanced Engineering Forum (Volume 5)
• Pages: 253-258
• DOI: https://doi.org/10.4028/www.scientific.net/AEF.5.253
• Online since: July 2012
• Authors: Peng Cao, De Cheng Feng, Chun Wei Gong, Yin Zhao
• Keywords: Fiber Seal, Grey Relational Analysis (GRA), Orthogonal Test

References

[1] F.J. Benson, and B.M. Galoway, Retention of cover stone by asphalt surface treatments. bulletin 133, Texas Engineering Experiment Station, Texas A&M University System, College Station, Texas, 1953.

[2] G.F.A. Ball, J.E. Patrick and P.R. Herrington, Factors affecting multiple chip seal layer instability. Land Transport New Zealand Research Report, (2005), No. 278.

[3] J.Lee and Y.R. Kim, Determination of the optimal number of coverages for the rolling of chip seals. Can. J. Civ. Eng. 37 (2010) 54-65.

DOI: 10.1139/l09-129

[4] SHRP-H-355, Innovative Materials Development and Testing Volume4: Joint Seal Repair. Strategic Highway Research Program National Research Council, Washington, D.C. (1993) 31-52.

[5] X.H. Yan, J.C.Yu and J.G,Wang, Introduction and application of fiber seal. Northern Communications, 8 (2008) 50-53.

[6] Z.H. Zhang, A new technology of highway construction and maintenance, Petroleum asphalt, 22 (6) (2008) 41-43.

[7] D.D. Gransberg and D.M.B. James, Chip seal best practices. National Cooperative Highway Research Program Report Synthesis 342, Transportation Research Board, National Research Council, Washington, D.C., 2005.

DOI: 10.17226/14464

[8] Committee of State Road Authorities, Surfacing seals for rural and urban roads, Technical Recommendations for Highways, RSA Department of Transport, South Africa, 1986.

[9] ASTM, Standard test method for sweep test of bituminous emulsion surface treatment specimen, ASTM D 7000-04, American Society for Testing and Materials, West Conshohocken, Pa (2004).

[10] D.C. Feng and Y.Song, Study of test and evaluation method on interfacial combining state of asphalt pavement. Journal of Harbin Institute of Technology, 39 (4) (2007) 627-631.

[11] J.L. Deng, Basic method of grey system. Wuhan: Huazhong Uinversity of Science and Technology Press, (1987) 17-42.

[12] Z.Y. Lei, Grey Correlation Analysis on Logistics Energy Consumption, ICCTP, (2009) 3216-3221.

[13] C.L. Zhang, Q.Y. Meng and S.Han, Analysis of Influence Factors of Modified Asphalts Performance Based on Orthogonal Design and Grey Relation Degree Theory, Highway, 11 (11) (2009) 191-195.