1- Combrinck, R. and Boshoff, W. P., 2013, Typical plastic shrinkage cracking behaviour of concrete, Magazine of Concrete Research, 65(8), 486-493.
2- Slowik, V., Schmidt, M. and Fritzsch, R., 2008, Capillary pressure in fresh cement-based materials and identification of the air entry value, Cement and Concrete composites, 30(7), 557-565.
3- Wittmann, F., 1976, On the action of capillary pressure in fresh concrete, Cement and Concrete Research, 6(1), 49-56.
4-Roziere, E., Cortas, R. and Loukili, A., 2015, Tensile behaviour of early age concrete: New methods of investigation, Cement and Concrete Composites, 55, 153-161.
5- Almusallam, A., 1998, Effect of mix proportions on plastic shrinkage cracking of concrete in hot environments, Construction and Building Materials, 12(6), 353-358.
6- Ghoddousi, P., Raeis, G. A., and Parhizkar, T., 2007, A comparisonbetweenplasticshrinkageofconcretecontainingsilicafumeandthenormalconcrete.
7- Turcry, P. and Loukili, A., 2006, Evaluation of plastic shrinkage cracking of self-consolidating concrete, ACI Materials journal, 103(4), 272-279.
8- ACI 305R, 1999, Hot Weather Concreting, American Concrete Institute International.
9- Holt, E., 2005, Contribution of mixture design to chemical and autogenous shrinkage of concrete at early ages, Cement and concrete research, 35(3), 464-472.
10- Hammer, T., 2001, On the strain capacity and cracking mechanisms of high strength concrete at very early age, Creep, Shrinkage and Durability Mechanics of Concrete and other Quasi-Brittle materials.
11-ASTM C150 / C150M-16e1, 2016, Standard Specification for Portland Cement, ASTM International, West Conshohocken, PA.
12-The European Guidelines for Self-Compacting Concrete - EFNARC, 2005.
13-BS 1881-122, 2011, Testing concrete. Method for determination of water absorption
14-ASTM C1579-13, 2013, Standard Test Method for Evaluating Plastic Shrinkage Cracking of Restrained Fiber Reinforced Concrete, ASTM International, West Conshohocken, PA.
15-ASTM C496 / C496M-11, 2004, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA.
16- Uno, P. J., 1998, Plastic shrinkage cracking and evaporation formulae. ACI Materials Journal, 95(4), 14-23.
17-Qi, C., Weiss, J. and Olek, J., 2003, Characterization of plastic shrinkage cracking in fiber reinforced concrete using image analysis and a modified Weibull function, Materials and Structures, 36(6), 386-395.
18-Stark, J., Möser, B. and Bellmann, F., 2007, Nucleation and growth of CSH phases on mineral admixtures, in Advances in Construction Materials, Springer, 531-538.
19-Turcry, P. and Loukili, A., 2006, Evaluation of plastic shrinkage cracking of self-consolidating concrete, ACI Materials journal, 103(4), 80-91.
20-Ghoddousi, P. and Javid, A. A. S., 2012, Effect of reinforcement on plastic shrinkage and settlement of self-consolidating concrete as repair material, Materials and structures, 45(1-2), 41-52.
21-Berodier, E. and Scrivener, K., 2012, Impact of filler on hydration kinetics, in 32nd Cement and Concrete Science Conference.
22-Lafhaj, Z., 2006, Correlation between porosity, permeability and ultrasonic parameters of mortar with variable water/cement ratio and water content, Cement and Concrete Research, 36(4), 625-633.
23-Berodier, E. and Scrivener, K., 2012, Impact of filler on hydration kinetics, in 32nd Cement and Concrete Science Conference.
24-Tasdemir, M., Lydon, F. and Barr, B., 1996, The tensile strain capacity of concrete, Magazine of Concrete Research, 48(176), 211-218.