[1] World Business Council for Sustainable Development, (2009), Journal of The cement sustainability initiative.
[2] ACI Committee 318-14, (2014), Building Code Requirements for Structural Concrete and Commentary.
[3] Siddique, R. and Iqbal Khan, M., (2011), Supplementary Cementing Materials, Engineering Materials, SpringerVerlag Berlin Heidelberg.
[4] ASTM C1240 -11, (2011), Standard Specification for Use of Silica Fume for Use as a Mineral Admixture in HydraulicCement Concrete, Mortar, and Grout.
[5] Babu, K.G. and Prakash, P.V.S., (1995), Efficiency of silica fume in concrete, Cement and concrete Research, 25(6),
1273–1283.
[6] Sellevold, E.J. and Redjy, F.F., (1983), Condensed silica fume (microsilica) in concrete: water demand and strength
development, , ACI SP-79, pp. 677–694, In: Malhotra, V.M. (ed.) The Use of Fly Ash, Silica Fume, Slag and Other
Mineral By-Products in Concrete.
[7] Rao, G.A., (2003), Investigations on the performance of silica fume-incorporated cement pastes and mortars, Cement
and concrete Research, 33(11), 1765–1770.
[8] Wild, S., Sabir, B. B., and Khatib, J. M., (1995), Factors influencing strength development of concrete containing silica
fume, Cement and concrete Research, 25(7),1567–1580.
[9] Hooton, R. D., (1993), Influence of silica fume replacement of cement on physical properties and resistance to sulphate
attack freezing and thawing, and alkali–silica reactivity, ACI Material Journal, 90(2), 143–152.
[10]Gonen, T. and Yazicioglu, S., (2007), The influence of mineral admixtures on the short and long-term performance of
concrete, Journal of Building Environment, 42: 3080–3085.
[11]Igarashi, S. I., Kawamura, A., and Watanabe, M., (2005), Evaluation of capillary pore size characteristics in highstrength concrete at early ages”, Cement and concrete Research, 513–519.
[12]Perraton, D., Aitcin; P.C. and Vezina, D., (1988), Permeability of silica fume concretes, ACI Special Publications, SP108, 63–84.
[13]Berke, N. S., (1989), Resistance of micro-silica concrete to steel corrosion, erosion and chemical attack, ACI Special
Publications, SP 114, 861–886.
[14]Chandra, S., (2004), Implications of using recycled construction and demolition waste as aggregate in concrete, Session
lead paper, International Conference on Sustainable Waste Management and Recycling, Kingston University, London.
[15]Mazloom, M., Ramezanianpour, A. and Brooks, J.J, (2004), Effect of silica fume on mechanical properties of highstrength concrete”, Cement and Concrete Composites, 26(4), 347-357.
[16]Manish S. and Sanjay G., (2016), Strength and Permeability of Recycled Aggregate Concrete Containing Silica Fumes,
International Journal of Innovative Research in Science, Engineering and Technology, 5(10), 17675- 17682.
[17]Ramalinga, C. P, Abhilash, N. and Harika, B., (2017), Study on Mechanical Properties of Recycled Aggregate Concrete
with Silica Fume as Partial Replacement of Cement, International Journal of Engineering Technology Science and
Research, 4(10), 1202-1210.
[18]ACI Committee 211, (1991), Guide for selecting proportions for high-strength concrete with Portland cement and fly
ash. ACI226.4R, ACI Materials Journal.
[19]ASTM C150-11, (2011), Standard Specification for Portland Cement.
[20]ASTM C29-11, (2011), Standard Specification for Bulk Density (“Unit Weight”) and Voids in Aggregate.
[21]ASTM C39-11, (2011), Standard Specification for Compressive Strength of Cylindrical Concrete Specimens.
[22]ASTM C496-11, (2011), Standard Specification for Splitting Tensile Strength of Cylindrical Concrete Specimens.
]23]رمضانیان پور، ع.،)1376 ،)بتن با مقاومت زیاد ، سمینار بین المللی کاربرد میکروسیلیس در بتن، تهران.
[24]ACI Committee 363, (1992), State of the art report on high-strength concrete, American Concrete Institute, ACI363-R,
Farmington Hills (Michigan).
[25]BS EN 206-1, (2001), Concrete, Specification, performance, production and conformity.
[26]AS 3600-2009, (2009), Concrete structures, standard by Standards Australia.
[27]JSCE Guidelines for Concrete, (2007), Standard Specifications for concrete structures, No 16, Japan Society of Civil
Engineers.
[28]CEB-FIP, (1990), High-strength concrete state of the art report, London, Thomas Telford.
[29]AASHTO, (2006), Interim bridge design specifications and commentary, American Association of Highway and
Transportation Officials (AASHTO), Washington (DC).
[30]NEN 6722, (2000), Regulations concrete, Construction (VBU 1988), with correction sheet.
[31]Akazawa, T. (1953), Tension test method for concrete, Bull. No. 16, International Association of Testing and Research
Laboratories for Materials and Structures.
[32]Carneiro FLLB and Barcellos A, (1953), Concrete tensile strength, Bull. No. 13, International Associate of Testing and
Research Laboratories for Materials and Structures.
[33]Olokun F, (1991), Prediction of concrete tensile strength from its compressive strength: an evaluation of existing
relations for normal weight concrete, ACI Material Journal, 88(3), 302–309.
[34]Carino, N. J and Lew, H. S, (1982), Re-examination of the relation between splitting tensile and compressive strength
of normal weight concrete, ACI Material Journal, 79(3), 214–219.
[35]Gardner, N. J, (1990), Relationship of the punching shear capacity of reinforced concrete slabs with concrete strength,
ACI Structural Journal, 87(1), 66–71.
[36]Ahmad, S. H and Shah, S. P., (1985), Structural properties of high strength concrete and its implications for precast
prestressed concrete, PCI Journal, 30(6), 92–119.
[37]Hueste M., Chompreda, P., Trejo, D., Cline, D. and Keating, P., (2004), Mechanical properties of high-strength
concrete for prestressed members, ACI Structural Journal, 101(4), 457–65.
[38]Dinakar, P., Babu, K., and Santhanam, M., Mechanical properties of high-volume fly ash self-compacting concrete
mixtures, Structural Concrete, 9(2), 109–116.
[39]Takafumi N., (2007), Database for Mechanical Properties of Concrete, http://bme.t.utokyo.ac.jp/researches/detail/concreteDB/index.html.
[40]Minitab, Incorporation, Minitab 17 Statistical Software [Computer software].