Performance of Steel Fiber Concrete as Rigid Pavement

Article Preview

Abstract:

The concrete as surface pavement is more durable than asphalt pavement, while requiring less maintenance and having longer life. This paper discusses about the benefits of rigid pavements utilizing steel fiber upon receiving vehicle load. The study aims to improve the performance of concrete used as rigid pavement with 0.5 water/cement ratio by adding hook-shaped steel fibers. In this study, the amount of steel fiber varied, ranging from 0 to 15% based on trial and error. The hook-shaped fibers used were manufactured from steel in factory. Performance of samples were conducted in laboratory on fresh and hardened concrete behavior, including flexural strength and flexural toughness. Results showed that all of the assessed concrete performance increased as fiber was added, and the greatest value was obtained with nine percent of fibers.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

452-458

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Angelakopoulos H., Neocleous K. and Pilakoutas K, Steel Fiber Reinforced Roller Compacted Concrete Roads, J Intersections/ Intersectii, Vol 6 (2009) 45-54

Google Scholar

[2] Constantia Achilleos, Diofantos Hadjimitsis, Kyriacos Neocleous, Kypros Pilakoutas, Pavlos O. Neophytou, Stelios Kallis, Proportioning of Steel Fiber Reinforced Concrete Mixes for Pavement Construction and Their Impact on Environment and Cost, J Sustainability 3, (2011) 965-983

DOI: 10.3390/su3070965

Google Scholar

[3] DO Al-Ghamdy,JKWight, E Tons, Flexural Toughness of Steel Fiber Reinforced Concrete, J KAU Eng, Sci, Vol 6, (1994) pp.81-97

DOI: 10.4197/eng.6-1.6

Google Scholar

[4] G. Niranjana, Research Scholar, Samson Mathew, P. Jayabalan, , Department of Civil Engineering, National Institute of Technology, Tiruchirappalli, Structural Strength Enhancement of Rigid Pavement Using Scrap Steel Fiber Reinforcement, NBM Media, Construction Portal, India, (2010)

Google Scholar

[5] Jun Murakoshi, Naoki Yanadori, Hironori Ishii, Research on Steel Fiber Reinforced Concrete Pavement for Orthotropic Steel Deck as a Countermeasure for Fatigue, 23th US-Japan Bridge Engineering Workshop, Tsukuba, Japan, (2007)

Google Scholar

[6] M Heeralal, P Ratish Kumar, YV Rao, Flexural Fatigue Characteristics of Steel Fiber Reinforced Recycled Aggregate Concrete (SFRRAC), J Fakta Universtatis, Vol 7, No 1, 2009, pp.19-33

DOI: 10.2298/fuace0901019h

Google Scholar

[7] Mohamad Anas Aly, Road Cement Concrete Pavement Technology,Technology development and management of the Foundation, Jakarta,2004.

Google Scholar

[8] Tom V. Mathew, K V Krishna Rao, Introduction to Transportation Engineering, NPTEL, Bombay, (2006)

Google Scholar

[9] Y Mohammadi, HM Ghasemzadeh, TB Talary, MA Ghorbani, Replacing Fiber Reinforced Concrete with Bitumen Asphalt in Airports, J World Academy of Scince, Engineering and Technology, 58 (2009) 30-34

Google Scholar

[10] WA Elsaigh, EP Kearsley, JM Robberts, Steel Fiber Reinforced Concrete for Road Pavement Applications, Proceedings of the 24th Southern African Transport Conference, 191-201, Pretoria, South Africa, (2005)

Google Scholar