Flexural Resistance Analysis on Hot Asphalt Mixtures with Wire Mesh Placement Modeling as Reinforcement

Abstract:

Flexural resistance is the ability of a specimen to withstand force in two pedestals with vertical axis until it is broken. Flexible pavement is a type of pavement which is very dependent with pavement course underneath. The dependency of flexible pavement in both base course and subgrade makes this pavement difficult to apply in unstable soil. Using wire mesh course as reinforcement is considerably able to raise the flexural resistance. This study is aimed to analyze flexural resistance value in hot mix by using wire mesh course as reinforcement. The study is conducted by applying experimental method with designing four types of wire mesh laying models in hot mix using three points flexural test equipment. Based on the study result, it is found that hot mix with wire mesh laying 30 mm from specimen surface is the best model type with 291,85 KN flexural resistance value with 8 mm of deflection depth. In this laying, it can be concluded that wire mesh course can raise up the flexural resistance up to 35,41% compared to the hot mix without wire mesh course.

• Periodical: Key Engineering Materials (Volume 892)
• Pages: 99-106
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.892.99
• Online since: July 2021
• Authors: Romaynoor Ismy, Husaini Husaini*, M. Saleh Sofyan, M. Isya
• Keywords: Deflection, Flexural Resistance, Wire Mesh

References

[1] A. Maaty, Fatigue and rutting lives in flexible pavement, Ain Shams Univ. 3 (2012) 367–374.

DOI: 10.1016/j.asej.2012.04.008

[2] T. Suprapto, Highway Materials and Structures, third ed., KMTS FT UGM, Yogyakarta. (2006).

[3] A. Hassani, M. Taghipoor, and M. M. Karimi, A state of the art of semi-flexible pavements : Introduction, design, and performance, Constr. Build. Mater. 253 (2020) 119196-119206.

DOI: 10.1016/j.conbuildmat.2020.119196

[4] S. M. Saleh, R. Anggraini, and H. Aquina, Characteristics of Porus Asphalt Mixture with Styrofoam Substitution on 60/70 Penetration Asphalt, J. Tek. Sipil. 21 (2014) 753-761.

DOI: 10.5614/jts.2014.21.3.7

[5] R. Ismy, S. M. Saleh, M. Isya, and Husaini, Deformation Velocity Analysis on Hot Asphalt Mixture Using Wire Mesh Layer as Reinforcement, Int. J. Psychosoc. Rehabil. 24 (2020) 502-509.

DOI: 10.4028/www.scientific.net/kem.892.99

[6] R. Ismy, The Effect of Compaction Temperature on the Stability of Asphalt Concrete Mixtures in Gradual Aggregates Using Cellulose Fibers, J. Variasi. 3 (2011) 81-88.

[7] Bukhari, Material Engineering and Pavement Thickness, Engineering Faculty, Universitas Syiah Kuala. (2007).

[8] Sukirman, S, Hot Mixed Asphalt Concrete, first ed, Granit, Jakarta. (2003).

[9] Suryawan. A, Portland Cement Concrete Pavement (Rigid Pavement), Beta Offset. Jakarta. (2005).

[10] N. S. Correia and J. G. Zornberg, Strain distribution along geogrid-reinforced asphalt overlays under traffic loading, Geotext. Geomembr. 46 (2018) 111–120.

DOI: 10.1016/j.geotexmem.2017.10.002

[11] A. M. Elleboudy, N. M. Saleh, and A. G. Salama, Assessment of geogrids in gravel roads under cyclic loading, Alex. Eng. J. 56 (2017) 319–326.

DOI: 10.1016/j.aej.2016.09.023

[12] R. Razuardi, S. M. Saleh, and M. Isya, The Effect of Additional Buton Rock Asphalt (BRA) as Filler in Wearing Layer (AC-WC) Laston Mixed, J. Tek. Sipil. 1 (2018) 715–724.

DOI: 10.24815/jts.v1i3.10031

[13] S. Widodo and I. Setyaningsih, Use of Marshall Tools to Test The Elasticity Modules of Asphalt Concrete, Simposium Nasional RAPI X FT UMS. (2011) 13-20.

[14] T. D. Iskandar, Z. A. Muis, and A. S. Lubis, Study Determining The Value of The AC-WC Types of Asset Concrete Modulus, Department of Civil Engineering, Universitas Sumatera Utara. (2016) 14-22.

[15] S. P, M. Warman, and I. Farni, Rigid Pavement Planning in Road of ' Padang city limits - haru intersection, Department of Civil Engineering, Universitas Sumatera Utara. (2017) 15-20.

[16] L. F. Walubita, T. P. Nyamuhokya, J. J. Komba, H. Ahmed Tanvir, M. I. Souliman, and B. Naik, Comparative assessment of the interlayer shear-bond strength of geogrid reinforcements in hot-mix asphalt, Constr. Build. Mater. 191 (2018) 726–735.

DOI: 10.1016/j.conbuildmat.2018.10.035

[17] A. M. Nugroho, A. Setyawan, and F. P. Pramesti, Fatique Analysis on Wearing Course Using Classical Fatique Method, Department of Civil Engineering, Universitas Sumatera Utara. (2016) 8-17.

[18] A. Shen, S. Lin, Y. Guo, T. He, and Z. Lyu, Relationship between flexural strength and pore structure of pavement concrete under fatigue loads and Freeze-thaw interaction in seasonal frozen regions, Constr. Build. Mater. 174 (2018) 684–692.

DOI: 10.1016/j.conbuildmat.2018.04.165

[19] M. N. S. Hadi and A. S. A. Al-Hedad, Flexural fatigue behaviour of geogrid reinforced concrete pavements, Constr. Build. Mater. 249 (2020) 118762-118772.

DOI: 10.1016/j.conbuildmat.2020.118762

[20] M. A. C. López, W. Fedrigo, T. R. Kleinert, M. F. Matuella, W. P. Núñez, and J. A. P. Ceratti, Flexural fatigue evaluation of cement-treated mixtures of reclaimed asphalt pavement and crushed aggregates, Constr. Build. Mater. 158 (2018) 320–325.

DOI: 10.1016/j.conbuildmat.2017.10.003

[21] M. Jallu, A. Arulrajah, S. Saride, and R. Evans, Flexural fatigue behavior of fly ash geopolymer stabilized-geogrid reinforced RAP bases, Constr. Build. Mater. 254 (2020) 119263-119270.

DOI: 10.1016/j.conbuildmat.2020.119263

[22] A. Arulrajah, S. Perera, Y. C. Wong, S. Horpibulsuk, and F. Maghool, Stiffness and flexural strength evaluation of cement stabilized PET blends with demolition wastes, Constr. Build. Mater. 239 (2020) 117819-117825.

DOI: 10.1016/j.conbuildmat.2019.117819

[23] F. Yuan, M. Chen, and J. Pan, Flexural strengthening of reinforced concrete beams with high-strength steel wire and engineered cementitious composites, Constr. Build. Mater. 254 (2020) 119284-119292.

DOI: 10.1016/j.conbuildmat.2020.119284

[24] SNI 03-1732-1989, The Procedure for Planning for Flexible Pavement Thickness for Roads Using the Analysis of the Component Method, National Standardization Department (in: Indonesia). (1989).

[25] AASTHO, Standard Specification for Transportation Materials and Methods of Sampling and Testing, fifteen ed., Washington, DC. (1990).

[26] Huang Y H, Pavement Analisys and Design, University of Ketucky. London. (1993).

[27] D. Wang, X. Liang, D. Li, H. Liang, and H. Yu, Study on Mechanics-Based Cracking Resistance of Semiflexible Pavement Materials, Adv. Mater. Sci. Eng. (2018) 1–10.

DOI: 10.1155/2018/8252347

[28] S. Wu, Q. Ye, and N. Li, Investigation of rheological and fatigue properties of asphalt mixtures containing polyester fibers, Constr. Build. Mater. 22 (2008) 2111–2115.

DOI: 10.1016/j.conbuildmat.2007.07.018

[29] Adfords. G, Adfords Glassgrid Asphalt Reinforcement, [e-mail], www.glasgrid.com/eu. (2017).

[30] Adfords. G, Aplication of Pavement Reinforcement System Adfords Glassgrid, [e-mail], www.glasgrid.com/eu. (2017).

[31] Ferguson. M, Reinforced Concrete Basics, forth ed, Erlangga, Jakarta. (1986).

[32] Huang Y H, Pavement Analisys and Design, Pearson Prentice Hall, second ed, New Jersey, USA. (2004).

[33] M.-J. Kim, S. Kim, D.-Y. Yoo, and H.-O. Shin, Enhancing mechanical properties of asphalt concrete using synthetic fibers, Constr. Build. Mater. 178 (2018) 233–243.

DOI: 10.1016/j.conbuildmat.2018.05.070

[34] Sesaria, D A, The Effect of Crumb Rubber Gradation on Asphalt Mixture Characteristics, USU's Institutional Repository, Universitas Sumatera Utara. (2018).