[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
)