1. Pospichal, O., Kucharczykova, B., Misak, P., and Vymazal, T. Freeze-thaw resistance of concrete with porous aggregate", Proc. Eng., 2(1), pp. 521{529 (2010). 2. Sanchez, F. and Sobolev, K. Nanotechnology in concrete - a review", Const. Build. Materials, 24(11), pp. 2060{2071 (2010). 3. Sne_, L., Labrincha, J.A., Ferreira, V.M., Hotza, D., and Repette, W.L. E_ect of nano-silica on rheology and fresh properties of cement pastes and mortars", Const. Build. Materials, 23(7), pp. 2487{2491 (2009). 4. Qing, Y.E., Zenan, Z.H., Deyu, K., and Rongshen, C.H. Inuence of nano-SiO2 addition on properties of hardened cement paste as compared with silica fume", Const. Build. Materials, 21, pp. 539{545 (2007). 5. Jeng-ywan, S., Ta-peng, C., and Tien-chin, H. E_ect of nano-silica on characterization of Portland cement composite", Materials Sci. Eng. A, 424, pp. 266{274 (2006). 6. Mosto_nejad, D. and Farahbod, F. Parametric study on moment redistribution in continuous RC beams using ductility capacity concept", Iran. J. Sci. Tech., Trans. B: Eng., 31, pp. 459{471 (2007). 7. Ozawa, M. and Morimoto, H. E_ects of various _bres on high-temperature spalling in high-performance concrete", Constr. Build. Materials, 71, pp. 83{92 (2014). 8. Dehghan, S.M., Najafgholipour, M.A., Kamrava, A.R., and Khajepour, M. Application of ordinary _berreinforced concrete layer for in-plane retro_tting of unreinforced masonry walls: Test and modeling", Scientia Iranica, 26, pp. 1089{1103 (2019). 9. Badv, K. and Omidi, A. E_ect of synthetic leachate on the hydraulic conductivity of clayey soil in Urmia city land_ll site", Iran. J. Sci. Tech., Trans. B: Eng., 31, pp. 535{545 (2007). 10. ACI Committee 544, State-of-the-Art Report on Fiber Reinforced Concrete, ACI 544.1-96, American Concrete Institute, Farmington Hills, MI (1997). 11. Ma, H.L., Cui, C., Li, X., and Hu, S.L. Study on mechanical properties of steel _ber reinforced autoclaved lightweight shell-aggregate concrete", J. Mater. Des., 52, pp. 565{571 (2014). 12. Sha_gh, P., Mahmud, H., and Jumaat, M.Z. E_ect of steel _ber on the mechanical properties of oil palm shell lightweight concrete", J. Mater. Des, 32, pp. 3926{ 3932 (2011). 13. Mirsayar, M., Shi, X., and Zollinger, D. Evaluation of interfacial bond strength between Portland cement concrete and asphalt concrete layers using bi-material SCB test specimen", Eng. Solid Mech., 5(4), pp. 293{ 306 (2017). 14. Jafari, Kh., Tabatabaeian, M., Joshaghani, A., and Ozbakkaloglu, T. Optimizing the mixture design of polymer concrete: An experimental investigation", Const. Build. Materials, 167, pp. 185{196 (2018). 15. Shariati, A., Shariati, M., Ramli Sulong, N.H., Suhatril, M., Arabnejad Khanouki, M.M., and Mahoutian, M. Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Const. Build. Materials, 52, pp. 276{283 (2014). 16. Ali, I. New generation adsorbents for water treatment", Chem. Rev., 112, pp. 5073{5091 (2012). 17. Banthia, N. and Gupta, R. Inuence of polypropylene _ber geometry on plastic shrinkage cracking in concrete", Cem. Concr. Res., 36, pp. 1263{1267 (2006). 18. Shoemaker, C., Quiroga, P., Whitney, D., Jirsa, J., Wheat, H., and Fowler, D. Detailed evaluation of performance FRP wrapped columns and beams in a corrosive environment", Research Report No. 0-1774- 3, Tex. Dep. Transport. (2004). 19. Won, J., Park, C., Lee, S., Jang, C., and Won, C. E_ect of crimped synthetic _bre surface treatments on plastic shrinkage cracking of cement-based composites", Mag. Concr. Res., 60, pp. 421{428 (2008). 20. Rashiddadash, P., Ramezanianpour, A.A., and Mahdikhani, M. Experimental investigation on exural toughness of hybrid _ber reinforced concrete (HFRC) containing metakaolin and pumice", Const. Build. Materials, 51, pp. 313{320 (2014). 21. Brandt, A.M. Fiber reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering", Compos. Struct., 86, pp. 3{9 (2008). 22. Farnam, Y., Mohammadi, S., and Shekarchi, M. Experimental and numerical investigations of low velocity 692 S. Piroti et al./Scientia Iranica, Transactions A: Civil Engineering 27 (2020) 682{692 impact behaviour of high-performance _ber reinforced cement based composite", Int. J. Impact. Eng., 37(2), pp. 220{229 (2010). 23. Ponikiewski, T. and Katzer, J. Mechanical characteristics of green SCC modi_ed by steel and polymer _bres", Rocznik Ochrona _Srodowiska, 16(1), pp. 173{ 185 (2014). 24. Song, P.S. and Hawang, S. Mechanical properties of high-strength steel _ber reinforced concrete", Const. Build. Materials, 18(9), pp. 669{673 (2004). 25. Lim, J.C. and Ozbakkaloglu, T. Inuence of silica fume on stress-strain behavior of FRP-con_ned HSC", Const. Build. Materials, 63, pp. 11{24 (2014). 26. Yazici, H. The e_ect of curing conditions on compressive strength of ultra-high strength concrete with high volume mineral admixtures", Build. Environ., 42(5), pp. 2083{2089 (2007). 27. Mohammadhassani, M., Suhatril, M., Shariati, M., and Ghanbari, F. Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), pp. 833{848 (2013). 28. Yermak, N., Pliya, P., Beaucour, A.-L., Simon, A., and Noumowe, A. Inuence of steel and/or polypropylene _bers on the behavior of concrete at high temperature: Spalling, transfer and mechanical properties", Const. Build. Materials, 132, pp. 240{250 (2017). 29. ASTM C 136, Standard Speci_cation for Standard Sand, Annual Book of ASTM standards (2010). 30. ACI Committee 211, Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete, American Concrete Institute, USA (2009). 31. BS 1881: Part 116, Testing Concrete: Method for Determination of Compressive Strength of Concrete Cubes, British Standard Institution, London (1983). 32. ASTM C 418, Standard Test Method for Abrasion Resistance of Concrete by Sandblasting (2010). 33. ISO 1920-5, Testing of Concrete-Part 5: Properties of Hardened Concrete other than Strength, Article 5 of this standard speci_es the procedure for determination of the depth of penetration of water under pressure (2012). 34. ASTM C 496, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (2010). 35. ASTM C 1018, Standard Test Method for Flexural Toughness and First Crack Strength of Fiber Reinforced Concrete (using beam with third point loading).
)