[1]
R. Siddique, T.R. Naik, Properties of concrete containing scrap tire rubber – an overview, Waste Manag. 24 (2004) 563-9.
DOI: 10.1016/j.wasman.2004.01.006
Google Scholar
[2]
M.M. Al-Tayeb, B.H. Abu Bakar, H.M. Akil, H. Ismail, Effect of partial replacements of sand and cement by waste rubber on the fracture characteristics of concrete, Polymer-Plastics Techn. and Eng. 51 (2012) 583-89.
DOI: 10.1080/03602559.2012.659307
Google Scholar
[3]
M.M. Al-Tayeb, B.H. Abu Bakar, H. Ismail, H.M. Akil, Impact resistance of concrete with partial replacements of sand and cement by waste rubber, Polymer-Plastics Techn. and Eng. 51 (2012) 1230-36.
DOI: 10.1080/03602559.2012.696767
Google Scholar
[4]
B.H. Abu Bakar, M.M. Al-Tayeb, H. Ismail, H.M. Akil, Impact energy for first crack of reinforced concrete with partial replacements of sand by rubber 1 mm particle size, Advanced Materials Research. 701 (2013) 261-64. 5.
DOI: 10.4028/www.scientific.net/amr.701.261
Google Scholar
[5]
I.B. Topçu, N. Avcular, Collision behaviours of rubberized concrete, Cem. and Concrete Research. 27 (1997) 1893 – 98.
DOI: 10.1016/s0008-8846(97)00204-4
Google Scholar
[6]
M.M. Reda Taha, A.S. El-Dieb, M.A. Abd El-Wahab, M.E. Abdel-Hameed, Mechanical, fracture, and microstructural investigations of rubber concrete, J. of Materials in Civil Eng. 20 (2008) 640-49.
DOI: 10.1061/(asce)0899-1561(2008)20:10(640)
Google Scholar
[7]
A. Turatsinze, J.L. Granju, S. Bonnet, Positive synergy between steel-fibres and rubber aggregates: effect on the resistance of cement-based mortars to shrinkage cracking, Cem. and Concrete Research. 36 (2006) 1692-97.
DOI: 10.1016/j.cemconres.2006.02.019
Google Scholar
[8]
X. Yi, X. Fan, Flexural-tensile properties of layered steel fiber reinforced rubber concrete, J. of Wuhan Univ. of Technology-Mater. Sci. Ed. 24 (2009) 846-48.
DOI: 10.1007/s11595-009-5846-2
Google Scholar
[9]
F. Liu,G. Chen, L. Li,Y. Guo, Study of impact performance of rubber reinforced concrete, Const. and Building Materials. 36 (2012) 604-16.
DOI: 10.1016/j.conbuildmat.2012.06.014
Google Scholar
[10]
P. Sukontasukkul, S. Jamnam, M. Sappakittipakorn, N. Banthia, Preliminary study on bullet resistance of double-layer concrete panel made of rubberized and steel fiber reinforced concrete, Materials and Structures. 47 (2013) 117-25.
DOI: 10.1617/s11527-013-0049-x
Google Scholar
[11]
American Concrete Institute (ACI), ACI Committee 544 Measurement of properties of fiber reinforced concrete, in ACI Material Journal. (1988) 583–93.
DOI: 10.14359/2355
Google Scholar
[12]
American Society for Testing and Materials (ASTM), ASTM C192/C192M. 14. Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. PA, USA. 4. 02 (2014).
Google Scholar
[13]
Y. Mohammadi, R. Carkon-Azad, S.P. Singh, S.K. Kaushik, Impact resistance of steel fibrous concrete containing fibres of mixed aspect ratio, Const. and Building Materials. 23 (2009) 183-89.
DOI: 10.1016/j.conbuildmat.2008.01.002
Google Scholar
[14]
N. Banthia, Impact Resistance of Concrete, Univ. of British Columbia, Canada, (1987).
Google Scholar
[15]
A.M. Ghaly, J.D. Cahill IV, Correlation of strength, rubber content, and water to cement ratio in rubberized concrete, Canadian J. of Civil Eng. 32 (2005) 1075-81.
DOI: 10.1139/l05-063
Google Scholar