[1] H.Okamura, "Self-Compacting High-performance Concrete". Concrete International, Vol.19, No.7, July 1997
[2] K.Takada, , G.pelova, I. Walraven, "Influences of Mixing efficiency on the mixture proportions of general purpose self-compacting concrete". International Symposium on High-Performance and Reactive Powder Cements Sherbrooke Canada, pp.19-39, 2001
[3] P.Soroushian, "Secondary reinforcement adding cellulose fibers". ACI, Concrete International, pp. 28-38, 1986
[4] Lin, Wei-ling, "Toughness behaviour of fiber reinforced concrete". Proceedings of the Fourth RILEM Intermational symposium,Sheffield, UK, pp.299-315, 1992.
[5] A.Sivakumar , M.Santhanam,"A quantitative study on the plastic shrinkage crackinhigh strength hybrid fiber reinforced concrete". Cement & Concrete Composites, pp.571-581, 2007
[6] H.Kamal Khayat , Weina Meng, “Effect of hybrid fibers on fresh, mechanical properties, and autogenous shrinkage of cost effective” UHPC2 -3, April 2018
[7] N.Banthia, N.Nadakumar; “Crack growth resistance of hybrid fiber cement composite”, cement and concrete composite, p.p. 3 -9, 2003
[8] H. Kamal Khayat, A.Omran, and W. A.Megid, , “Evaluation of Thixo- tropy of Self-Consolidating Concrete and Influence on Concrete Perfor- mance,” 3rd Iberian Congress on Self-Compacting Concrete, Progress and Opportunities3-4, Dec. 2012, Madrid. Spain
[9] A.Skarendahl, , Ö.Petersson, , "State of the Art Report of RILEM". Technical Committee 174-SCC, SelfCompacting Concrete, No. 23, pp.141-149, 2001
[10] M.Nehdi, J.D.Ladanchuk, "Fiber Synergy in FiberReinforced Self-Consolidating Concrete". ACI Material Journal, Vol.101, No.6, pp. 508 -517, November- December 2004
[11] R.Saleh Ahari, T. Kemal Erdem, K. Ramyar, "Effect of various supplementary cementitious materials on rheological properties of self-consolidating concrete",75 (2015) 89–98
[12] D. Feys, R.Verhoeven, , G.schutter, "Fundamental study of the rheology of self-compacting concrete,composed with Belgian materials",2003.
[13] M.Hayakawa, Y.Matsuoka, K.Yokota, "Application of Super Workable Concrete in the Construction of 70-Story Building in Japan". ACI SP-154, Detroit, 1995.
[14] C.X.Qian, P.Stroeven, "Development of Hybrid Polypropylene-Steel Fiber-Reinforced Concrete", Cement and Concrete Research, No.30, pp.63–69, 2000.
[15] k.Ozawa, , N.sakata, , Okamura, "Evaluation of selfcompactibility of fresh concrete using the funnel test", concrete library of JSCE , pp.59-75, june 1995
[16] O. Petersson, P.Billberg, , B.k.Van, , "A model for selfcompacting concrete", proceedings of international RILEM conference on production Methods and Workability of concrete', edited by P.J.M.Bartos, et al., chapman & Hall/E & FN spon, paisley, pp. 483 -490, 1996
[17] M.Haykawa, "development and Application of super workable concrete", proceeding of international RILEM workshop on 'special concretesworkability and mixing', edited by prof.P.J.M. Bartons, paisley, pp.183 -190,1993
[18] C.X.Qian, P.Stroeven, "Development of Hybrid Polypropylene-Steel Fiber-Reinforced Concrete", Cement and Concrete Research, No.30, pp.63–69, 2000
[19] K.Kobayashi, R.Cho, , "Flexural Behavior of Polyethylene Fiber Reinforced Concrete", The International Journal of Cement Composites and Lightweight Concrete, Vol. 3, No.1,1998
[20] EFNARC, "specification and Guidlines for self compacting concrete",,http://www. efnarc. Org, February 2002
[21] EFNARC, "the European Guidelines for selfcompacting concrete, pecification, production and use ", http://www. efnarc. Org , may 2005
[22] A.Passuello, G.Moriconi, and P.Surendra,"Cracking Behavior of Concrete with Shrinkage Reducing Admixtures and PVA Fibers". Cement & Concrete Composites, Vol.31, pp.699 -704, 2009
[23] Toutanji, A.Houssam, "Properties of Polypropylene Fiber Reinforced Silica Fume Expansive- Cement Concrete", Construction and Building Materials, Vol.13, pp. 177 -186, 1999
[24] H.A.Kormeling, H.W.Reinhardt,; and S.P. Shah, “Static and Fatigue Propertiec of Concrete Beams Reinforced with Continuous Bar and with Fibers”, ACI Journal Proceedings V.77, No. 1,Jan-Feb. 1980, pp. 36-43
[25] G.Batson, C.Ball, L.Bailey and E.Landers and J.Hooks, “Flexural Fatigue Strength of Steel Fiber Reinforced Concerete Beames”, ACI Journal, Proceedings V.69, No11, Nov, 1972, pp. 673 -677
[26] D.L.Houghton, O.E.Borge and J.A.Paxton, “Cavitation Resistance of Some Special Concretes”, ACI Journal Proceedings V.75, No. 12, Dec. 1978, pp. 664-667
[27] R. Brown, A. Shukla and K.R. Natarajan, “FIBER REINFORCEMENT OF CONCRETE STRUCTURES”, ,University of Rhode Island ,September 2002,URITC PROJECT NO. 536101
[28] M.Beddar, "Development of steel fiber reinforced concrete from antiquity until the present day" ,Proceedings.Int Conference Concrete: Constructions sustainable option, Dundee,UK, PP 35-44 ,2008.
[29] H. Okamura," Self – Compacting high performance Concrete ", Concrete International,pp.54-50, 1999.
[30] L. Quresh et al ,"Effect of mixing steel fibers and silica fume on properties of high strength 10,2008 .
[31] A.Ross,”Steel fibre reinforced concrete (SFRC) – Quality, performance and specification”, BOSFA (Bekaert OneSteel Fibres Australasia)
[32] S.Grunewald,"Performance-based Design of SelfCompacting Fiber Reinforced Concrete" P. hd. Thesis, Delft University of Technology, 2004.
[33] R. Brown, A. Shukla and K.R. Natarajan, “FIBER REINFORCEMENT OF CONCRETE STRUCTURES” , ,University of Rhode Island , ,URITC PROJECT NO. 536101,sep2000
[34] ASTM International. “Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete”,2010.
[35] ACI Committee 232, “Use of Fly Ash in Concrete (ACI 232.2R-03)”, American Concrete Institute, Farmington Hills, Mich, 2003, 41 pp.
[36] ASTM C618 -03, “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete”, ASTM, 2003.
[37] S.Hamzeyi,M.mortazayi,”Risk analysis of mass collapse of khansar tunnel,Journal of Science and Technology construction, No4, march 2022
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