Journal of Applied Science and Engineering

Published by Tamkang University Press

1.30

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2.10

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Agustinus Agus Setiawan This email address is being protected from spambots. You need JavaScript enabled to view it.1, Freddy Jhon Philip1, Eka Permanasari1 and Resdiansyah2

1Civil Engineering Department, Universitas Pembangunan Jaya, Cendrawasih Raya Blok B7/P Bintaro Jaya, Sawah Baru, Ciputat, Tangerang Selatan, 15413, Banten, Indonesia
2Center for Urban Studies, Universitas Pembangunan Jaya, Cendrawasih Raya Blok B7/P Bintaro Jaya, Sawah Baru, Ciputat, Tangerang Selatan, 15413, Banten, Indonesia


 

Received: February 22, 2019
Accepted: July 22, 2019
Publication Date: December 1, 2019

Download Citation: ||https://doi.org/10.6180/jase.201912_22(4).0001  

ABSTRACT


This research analyzes the skid resistance and micro-structure of concrete by adding waste plastic fiber as an additive agent. There are parameters to be tested in laboratory scale such as ultrasonic pulse velocity (UPV) for chemical content related to concrete quality and skid resistance value (SRV) in the application of rigid pavement. The test is conducted by making concrete specimen in cylinder mold 150 mm 300 mm. It is mandatory to test the concrete cylinders at the age of 28, then the concrete fragments from the compressive strength test are used for micro-structure testing through scanning electron microscopy (SEM) and UPV in order to check the quality of concrete and natural rocks. In this research, skid numbers from 5 mixing mode concrete pavements were collected using a British Pendulum Tester (BPT). The result shows that by adding waste plastic fiber additive into the concrete mixture in a huge amount (more than 1%) will decrease the concrete quality as it will have more concrete cavity. Based on the chemical test, there was no significant differences in terms of the percentage. However, based on the SRVtest, high amount of plastic fiber will increase the level of skid resistance significantly. Based on this research, concrete with the waste plastic fiber as an additive agent can be used in the rigid pavement as it has higher SRV.


Keywords: Fiber, Concrete, Micro-structure, Skid Resistance, Additive Agent


REFERENCES


  1. [1] Resdiansyah, A. M. Ujang, and Z. Zaini (2017) Bioasphalt concrete: from waste product to green aggregatereplacement, Pertanika Journal of Science & Technology 25(S), 145154.
  2. [2] Balaguru, P. N. and S. P. Shah (1992) Fiber Reinforced-Cement Composites, 1st ed. McGraw Hill.
  3. [3] Campoy, N. A., O. C. Alegria, S. A. Z. Castro, M. De la Luz Perez Rea, and E. R. Gonzalez (2017) Rigid pavements performance by means of the implementation of fibers. review, Global Journal of EngineeringScience and Research Management 4(2), 4160.
  4. [4] Karakurt, C., and A. T. Arslan (2017) Properties of concrete pavements produced with different type of fibers, Journal of Turkish Chemical. Society Section B1(2), 1724.
  5. [5] Ali, A. N., and M. V. Mohod (2015) Areview on effect of fiber reinforced concrete on rigid pavement, International Journal of Research in Engineering, Sciences and Technologies 1(8), 222228.
  6. [6] Senaratne, S., D. Gerace, O. Mirza, V. W. Y. Tam (2016) The costs and benefits of combining recycled aggregate with steel fibers as a sustainable structural material, Journal of Cleaner Production 112(4), 2318 2327. doi: 10.1016/j.jclepro.2015.10.041
  7. [7] Medeiros, A., X. Zhang, G. Ruiz, R. C. Yu, and M. Velasco (2015) Effect of the loading frequency on the compressive fatigue behavior of plain and fiber reinforced concrete, International Journal of Fatigue 70, 342350. doi: 10.1016/j.ijfatigue.2014.08.005
  8. [8] Nobili, A., L. Lanzoni, and A. M. Tarantino (2013) Experimental investigation and monitoring of a polypropylene- based fiber reinforced concrete road pavement, Construction and Building Materials 47, 888895. doi: 10.1016/j.conbuildmat.2013.05.077
  9. [9] Sheikh, T. A., and E. M. Bajaj (2017) A review study of polymer fiber reinforced concrete with conventional concrete pavement, International Journal of Latest Research in Engineering and Computing 5(3), 98 100.
  10. [10] Prasad, M. G., and P. Ramaiah (2016) Design and strength in rigid pavement using fiber reinforced concrete, International Journal of Research in Advanced Engineering Technologies 5(3), 229234.
  11. [11] Pratap, T., and Y. Mahesh (2016) Experimental study on the behavior of fiber reinforced concrete for rigid pavements, International Journal for Scientific Research & Development 4(4), 14251430.
  12. [12] Krishna, K. V., and J. V. Rao (2014) Experimental study on behavior of fiber reinforced concrete for rigid pavements, Journal of Mechanical and Civil Engineering 11(4), 4953. doi: 10.9790/1684-11474953
  13. [13] Patel, D., and V. M. Patel (2015) Application of sugarcane bagasse fibers as concrete composites for rigid pavement, Indian Journal of Research 4(4), 45.
  14. [14] Pitroda, J., H. Pankhaniya, U. Pachani, S. Agravat, and P. Parmar (2016) A critical review on innovative utilization of Bamboo in rural road construction, International Journal of Constructive Research in Civil Engineering 2(4), 2732.
  15. [15] Latifa, E. A., R. Aguswari, and P. H. Wardoyo (2013) Performance of steel fiber concrete as rigid pavement, Advanced Materials Research 723, 452458. doi: 10. 4028/www.scientific.net/AMR.723.452
  16. [16] Elsaigh, W. A., E. P. Kearsley, and J. M. Robberts (2005) Steel fiber reinforced concrete for road pavement applications. The 24th Southern African Transport Conference, Pretoria, South Africa, 191201.
  17. [17] Setiawan, A., F. J. Philip, and E. Permanasari (2018) Mechanical properties of waste plastic banner fiber reinforced concrete, Jurnal Teknologi Sciences and Engineering 80(5), 113119.
  18. [18] ASTM E303 (2013) Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester, American Society of Testing and Materials, Philadelphia, PA.
  19. [19] Road Note 27 (1969) Instruction for Using the Portable Skid Resistance Tester, HMSO. Skid Resistance and Micro-structure of Concrete Containing Waste Plastic Fiber for Rigid Pavement 605
  20. [20] IS 13311 (Part 1) (1992) Non-Destructive Testing of Concrete-Method of Test.
  21. [21] SNI 03-2834-2002 (2002) The Procedure of Normal Concrete Mixture.
  22. [22] ASTM E1508-2012 (2012) Standard Guide for Quantitative Analysis by Energy-Dispersive Spectroscopy.


    



 

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