An Investigation on the Effect of Aggregates Packing Density on the Properties of High-Performance Concrete Mixtures

[1] S.A. Fennis, J.C. Walraven, Using particle packing technology for sustainable concrete mixture design, Heron, 57 (2012) 2, (2012).

[2] S. Kumar, M. Santhanam, Particle packing theories and their application in concrete mixture proportioning: A review, Indian concrete journal, 77(9) (2003) 1324-1331.

[3] K. Sobolev, The development of a new method for the proportioning of high-performance concrete mixtures, Cement and Concrete Composites, 26(7) (2004) 901-907.

[4] W.B. Fuller, S.E. Thompson, The laws of proportioning concrete, (1907).

[5] K. Sobolev, A. Amirjanov, Application of genetic algorithm for modeling of dense packing of concrete aggregates, Construction and Building materials, 24(8) (2010) 1449-1455.

[6] P.J. Andersen, V. Johansen, A guide to determining the optimal gradation of concrete aggregates, Contract, 100 (1993) 206.

[7] M. Glavind, E. Pedersen, Packing calcuations applied for concrete mix design, in: Utilizing Ready Mix Concrete and Mortar, Thomas Telford Publishing, 1999, pp. 121- 130.

[8] M. Romagnoli, C.S. Csiligardi, Comparison of models for dense particle packing, in: Atti 7° Congresso AIMAT, AIMAT, 2004, pp. 0-0.

[9] J. Dewar, Computer modelling of concrete mixtures, CRC Press, 2002.

[10] F. De Larrard, Concrete mixture proportioning: a scientific approach, CRC Press, 1999.

[11] S. Fennis, Design of ecological concrete by particle packing optimization, (2011).

[12] J.E. Funk, D.R. Dinger, Predictive process control of crowded particulate suspensions: applied to ceramic manufacturing, Springer Science & Business Media, 2013.

[13] R. Yu, P. Spiesz, H. Brouwers, Effect of nano-silica on the hydration and microstructure development of Ultra- High Performance Concrete (UHPC) with a low binder amount, Construction and Building Materials, 65 (2014) 140-150.

[14] M.A. Elrahman, B. Hillemeier, Combined effect of fine fly ash and packing density on the properties of high performance concrete: An experimental approach, Construction and Building Materials, 58 (2014) 225- 233.

[15] M. Jalal, A. Pouladkhan, O.F. Harandi, D. Jafari, Comparative study on effects of Class F fly ash, nano silica and silica fume on properties of high performance self compacting concrete, Construction and Building Materials, 94 (2015) 90-104.

[16] M. Jalal, A.R. Pouladkhan, A.A. Ramezanianpour, H. Norouzi, Effects of silica nano powder and silica fume on rheology and strength of high strength self compacting concrete, Journal of American Science, 8(4) (2012) 270- 277.

[17] M. Saribiyik, A. Piskin, A. Saribiyik, The effects of waste glass powder usage on polymer concrete properties, Construction and building materials, 47 (2013) 840-844.

[18] T. Parhizkar, A.R. Ghasemi, A. Pourkhorshidi, A. Ramezanianpour, Influence of Fly Ash and Dense Packing Method to Increase Durability of HPC Subjected to Acid Corrosion.

[19] Q. Yu, P. Spiesz, H. Brouwers, Development of cement-based lightweight composites–Part 1: mix design methodology and hardened properties, Cement and concrete composites, 44 (2013) 17-29.

[20] P. Spiesz, Q. Yu, H. Brouwers, Development of cement-based lightweight composites–Part 2: Durability-related properties, Cement and Concrete Composites, 44 (2013) 30-40.

[21] Q. Yu, H. Brouwers, Development of a self-compacting gypsum-based lightweight composite, Cement and Concrete Composites, 34(9) (2012) 1033-1043.

[22] H. Mazaheripour, S. Ghanbarpour, S. Mirmoradi, I. Hosseinpour, The effect of polypropylene fibers on the properties of fresh and hardened lightweight self-compacting concrete, Construction and Building Materials, 25(1) (2011) 351-358.

[23] P. Ghoddousi, A.A.S. Javid, J. Sobhani, Effects of particle packing density on the stability and rheology of self-consolidating concrete containing mineral admixtures, Construction and building materials, 53 (2014) 102-109.

[24] R. Yu, D. van Onna, P. Spiesz, Q. Yu, H. Brouwers, Development of ultra-lightweight fibre reinforced concrete applying expanded waste glass, Journal of Cleaner Production, 112 (2016) 690-701.

[25] G. Hüsken, H. Brouwers, On the early-age behavior of zero-slump concrete, Cement and Concrete Research, 42(3) (2012) 501-510.

[26] ACI325-10R-95: State-of-the-Art Report on Roller-compacted Concrete Pavements. American Concrete Institute, USA,2001.

[27] H. Madani, A.A. Ramezanianpour, M. Shahbazinia, V. Bokaeian, S. Ahari, The influence of ultrafine filler materials on mechanical and durability characteristics of concrete, Civil Engineering Infrastructures Journal, 49(2) (2016) 251-262.

[28] R.C. Concrete, Design and Construction of Roller Compacted Concrete Pavements in Quebec, (2005).

[29] R. Yu, Q. Song, X. Wang, Z. Zhang, Z. Shui, H. Brouwers, Sustainable development of Ultra-High Performance Fibre Reinforced Concrete (UHPFRC): Towards to an optimized concrete matrix and efficient fibre application, Journal of Cleaner Production, 162 (2017) 220-233.

[30] X. Wang, R. Yu, Z. Shui, Q. Song, Z. Zhang, Mix design and characteristics evaluation of an eco-friendly Ultra- High Performance Concrete incorporating recycled coral based materials, Journal of Cleaner Production, 165 (2017) 70-80.

[31] A. Gonzalez-Corominas, M. Etxeberria, Properties of high performance concrete made with recycled fine ceramic and coarse mixed aggregates, Construction and Building Materials, 68 (2014) 618-626.

[32] A. C150, Standard specification for Portland cement, in, West Conshohocken, PA, 2012.

[33] C. ASTM, 1240-05 Standard, Specification for silica fume used in cementitious mixtures, West Conshohocken, PA, American Society for Testing and Materials, (2005).

[34] H. Madani, A. Bagheri, T. Parhizkar, The pozzolanic reactivity of monodispersed nanosilica hydrosols and their influence on the hydration characteristics of Portland cement, Cement and concrete research, 42(12) (2012) 1563-1570.

[35] H. Madani, A. Bagheri, T. Parhizkar, A. Raisghasemi, Chloride penetration and electrical resistivity of concretes containing nanosilica hydrosols with different specific surface areas, Cement and Concrete Composites, 53 (2014) 18-24.

[36] P. Nanthagopalan, M. Santhanam, An empirical approach for the optimisation of aggregate combinations for self-compacting concrete, Materials and structures, 45(8) (2012) 1167-1179.

[37] B. EN, 12390-3: 2009, 2009. Testing Hardened Concrete. Compressive Strength of Test Specimens, British Standards Institution.

[38] N. Build, 492. Concrete, mortar and cement-based repair materials: Chloride migration coefficient from non-steady-state migration experiments. 1999, Nordtest method, 492 (2004).

[39] C. ASTM, 642, Standard test method for density, absorption, and voids in hardened concrete, Annual book of ASTM standards, 4 (2006) 02.

[40] B. EN, Testing Hardened Concrete–Part 7: Density of Hardened Concrete, London: British Standard Institution, (2009).

[41] D.N. Richardson, Aggregate Gradation Optimization-- Literature Search, (2005).

[42] A. Amirjanov, K. Sobolev, Optimization of a computer simulation model for packing of concrete aggregates, Particulate Science and Technology, 26(4) (2008) 380- 395.

[43] H.F. Taylor, Cement chemistry, Thomas Telford, 1997.

[44] ACI 363R-10, State-of-the-art Report on High- Strength Concrete. American Concrete Institute, USA, 2010.