References
- [1] Ghezal A, Khayat KH. Optimizing self-consolidating concrete with limestone filler by using statistical factorial design methods. ACI Mater J 2002; 99:264–72.
- [2] Sahmaran M, Christianto HA, Yaman IO. The effect of chemical admixtures and mineral additives on the properties of self-compacting mortars.CemConcr Compos 2006; 28(5):432–40.10.1016/j.cemconcomp.2005.12.003
- [3] Corinaldesi V, Moriconi G. Durable fiber reinforced self-compacting concrete, Cement and Concrete Research 34 (2004) 249–254.10.1016/j.cemconres.2003.07.005
- [4] Moriconi G, Corinaldesi V. Rheological study of blended cement concrete’ in “cement combinations for durable concrete. In: Dhir RK, Harrison TA, Newlands MD, editors. Procs of the sixth int. congress on ‘global construction: ultimate concrete opportunities’. Thomas Telford, London, UK; 2005. p. 211–8.10.1680/ccfdc.34013.0023
- [5] Sahmaran M, Yaman IO. Hybrid fiber reinforced self-compacting concrete with a high volume coarse fly ash. Constr Build Mater 2007; 21:150–6.10.1016/j.conbuildmat.2005.06.032
- [6] Rao PS, Seshadri ST, Sravana P. Durability studies on glass fibre SCC. IndConcr J 2009; 83:44–52.
- [7] Hwang, J.P., Jung, M.S., Lee, C.K., Jin, S.H., Ann, K.Y., 2015. Risk of environmental contamination arising from concrete structures, part I: CO2 emission. KSCE J. Civ. Eng. 2015 (19), 1224–1229.
- [8] Ambroise J, Rols S, Pera J. Properties of self-leveling concrete reinforced by steel fibers. In: Proceedings of 43rd Brazilian congress of the concrete (IBRACON). Brazil; August 2001.
- [9] Dhonde HB, Mo YO, Hsu TCC, Vogel J. Fresh and hardened properties of self-consolidating fiber reinforced concrete. ACI Mater J 2007; 104:491–500.
- [10] Cunha VMCF, Barros JAO, Sena-Cruz JM. Pullout behavior of steel fibers in self-compacting
- [11] concrete. J Mater Civil Eng – ASCE 2010; 22:1–9.
- [12] Greengough T, Nehdi M. Shear behaviour of fiber reinforced self-consolidating concrete slender beams. ACI Mater J 2008; 105:468–77.
- [13] Torrijos MC, Barragan BE, Zerbino RL. Physical–mechanical properties and
- [14] mesostructure of plain and fiber reinforced self-compacting concrete. Constr
- [15] Build Mater 2008; 22:1780–8.
- [16] Liberato F, Yong D P,Surendra P S. A method for mix-design of fiber-reinforced self-compacting concrete, Cement and Concrete Research 34 (2007) 957–971.
- [17] Corinaldesi V, Moriconi G, Naik T. Characterization of marble powder for its use in mortar and concrete. Construct Build Mater 2010; 24:113–7.10.1016/j.conbuildmat.2009.08.013
- [18] Ferrara L, Park Y-D,Shah S. Amethode for mix-design of fiber-reinforced self-compacting concrete.cemconcr res2007;37:957-1410.1016/j.cemconres.2007.03.014
- [19] XP P 18-540 Standard, Granulats : Définitions, conformité, spécifications, Association Française de Normalisation (AFNOR), Paris, 1997 (In french).
- [20] EFNARC.European guidelines for self-compacting concrete: specification,production and use. Self-compacting concrete European project group: 2005
- [21] EFNARC.European guidelines for self-compacting concrete:specification,production and use. Self-compacting concrete European project group: 2005
- [22] Nagataki S, Fujiwara H. In; Malhotra VM, editor.Self-compacting property of highly flowable concrete, Vol. Sp 154. American Concrete Institute: 1995. P. 301-14.
- [23] Khayat KH, GuizaniZ.Use of viscosity-modifying admixture to enhance stability of fluid concrete. ACI Mater J 1997; 94(4); 332-41.10.14359/317
- [24] EN 12390-2. Testing hardened concrete – Part 2: Making and curing specimens for strength tests; 2001.
- [25] EN 12390-3. Testing hardened concrete – Part 3: Compressive strength of test specimens; 2001.
- [26] EN 12504-4. Testing hardened concrete – Part 4: Ultrasonic pulse velocity of test specimens; 2005.
- [27] EN 12390-6. Testing hardened concrete – Part 6: Splitting tensile strength of test specimens; 2001.
- [28] EN 12390-5. Testing hardened concrete – Part 5: Flexure strength of test specimens; 2001.
- [29] Barr B, Gettu R, Al-Oraimi SKA, Bryars LS. Toughness measurement – the need to think again.CemConcr Compos 1996; 18(4):281–97.10.1016/0958-9465(96)00021-2
- [30] Elkhadiri I, Diouri A, Boukhari A, Aride J, Puertas F. Mechanical behaviour of various mortars made by combined fly ash and limestone in Moroccan Portland cement. CemConcr Res 2002; 32:1597–603.10.1016/S0008-8846(02)00834-7
- [31] Petit JY, Wirquin E. Effect of limestone filler content and superplasticizerdosage on rheological parameters of highly flowable mortar under light pressure conditions. Cem ConcrRes 2010; 40:235–41.
- [32] Tennich M, Kallel A, Ben Ouezdou M. Incorporation of fillers from marble and tile wastes in the composition of self-compacting concretes. Constr Build Mater. 91 (2015) 65–70
- [33] Madandous R, Ranjbar M.M, Ghavidel R, Shahabi S. F. Assessment of factors influencing mechanical properties of steel fiber reinforced self-compacting concrete, Mater. Des. 83 (2015) 284–295.10.1016/j.matdes.2015.06.024
- [34] Khaloo A, Molaei Raisi E, Hosseini P, Tahsiri H. Mechanical performance of self-compacting concrete reinforced with steel fibers. Constr Build Mater.51 (2014) 179–186