[1] Okamura, H. and M. Ouchi, Self-compacting high performance concrete. Progress in Structural Engineering and Materials, 1998. 1(4): p. 378-383.
[2] Lecompte, T. and A. Perrot, Non-linear modeling of yield stress increase due to SCC structural build-up at rest. Cement and Concrete Research, 2017. 92: p. 92-97.
[3] Koehler, E.P. and D.W. Fowler. A portable rheometer for self-consolidating concrete. in Second North American conference on the design and use of self-consolidating concrete (SCC) and fourth international RILEM symposium on self-compacting concrete. Hanley Wood Publications, Addison, IL, USA. 2005.
[4] Roussel, N., et al., The origins of thixotropy of fresh cement pastes. Cement and Concrete Research, 2012. 42(1): p. 148-157.
[5] Roussel, N., A thixotropy model for fresh fluid concretes: theory, validation and applications. Cement and concrete research, 2006. 36(10): p. 1797-1806.
[6] Roussel, N., Steady and transient flow behaviour of fresh cement pastes. Cement and concrete research, 2005. 35(9): p. 1656-1664.
[7] Perrot, A., et al., Prediction of lateral form pressure exerted by concrete at low casting rates. Materials and Structures, 2015. 48(7): p. 2315-2322.
[8] Subramaniam, K.V. and X. Wang, An investigation of microstructure evolution in cement paste through setting using ultrasonic and rheological measurements. Cement and Concrete Research, 2010. 40(1): p. 33-44.
[9] Sleiman, H., A. Perrot, and S. Amziane, A new look at the measurement of cementitious paste setting by Vicat test. Cement and Concrete Research, 2010. 40(5): p. 681-686.
[10]Lootens, D., et al., Yield stress during setting of cement pastes from penetration tests. Cement and concrete Research, 2009. 39(5): p. 401-408.
[11]De Larrard, F., C. Ferraris, and T. Sedran, Fresh concrete: a Herschel-Bulkley material. Materials and structures, 1998. 31(7): p. 494-498.
[12]Mewis, J. and N.J. Wagner, Thixotropy. Advances in Colloid and Interface Science, 2009. 147: p. 214-227.
[13]Liu, F., Z. Sun, and C. Qi, Raman spectroscopy study on the hydration behaviors of Portland cement pastes during setting. Journal of Materials in Civil Engineering, 2015. 27(8): p. 04014223.
[14]Astm, C., 125 Standard terminology relating to concrete and concrete aggregates. Annual Book of ASTM
Standards, 2003. 4.
[15]Brooks, J., M.M. Johari, and M. Mazloom, Effect of admixtures on the setting times of high-strength concrete. Cement and concrete Composites, 2000. 22(4): p. 293-301.
[16]Mazloom, M., A. Ramezanianpour, and J. Brooks, Effect of silica fume on mechanical properties of high-strength concrete. Cement and Concrete Composites, 2004. 26(4): p. 347-357.
[17]Mehta, P.K., The Structure of Concrete. CONCRETE: Structure, Properties, and Materials, 1986: p. 17-41.
[18]Aydin, A. and R. Gül, Influence of volcanic originated natural materials as additives on the setting time and some mechanical properties of concrete. Construction and building materials, 2007. 21(6): p. 1277-1281.
[19]Bullard, J.W., et al., Mechanisms of cement hydration. Cement and concrete research, 2011. 41(12): p. 1208.3221
[20]Billberg, P.H., et al., Field validation of models for predicting lateral form pressure exerted by SCC. Cement and Concrete composites, 2014. 54: p. 70-79.
[21]Ghoddousi, P., et al., Predicting the formwork lateral pressure of self-consolidating concrete based on experimental thixotropy values. International Journal of Civil Engineering, 2019. 17(7): p. 1131-1144.
[22]Ghoddousi, P., et al., A new method to determine initial setting time of cement and concrete using plate test. Materials and Structures, 2016. 49(8): p. 3135-3142.
[23]Amziane, S. and A. Perrot, The plate test carried out on fresh cement-based materials: How and why? Cement and Concrete Research, 2017. 93: p. 1-7.
[24]Tchamba, J., et al., Lateral stress exerted by fresh cement paste on formwork: laboratory experiments. Cement and Concrete Research, 2008. 38(4): p. 459-466.
[25]Zhu, L., et al., A slotted plate device for measuring static yield stress. Journal of Rheology, 2001. 45(5): p. 11051122.
[26]Zhang, M.-H., et al., Measurement of yield stress for concentrated suspensions using a plate device. Materials and Structures, 2010. 43(1-2): p. 47-62.
[27]Amziane, S., A. Perrot, and T. Lecompte, A novel settling and structural build-up measurement method. Measurement Science and Technology, 2008. 19(10): p. 105702.
[28]Javid, A.A.S., et al., The Comparison and Introduction of Plate Test and Electrical Resistance Methods of Determining the Setting Time and Thixotropy of Self-Consolidating Concrete. Journal of Testing and Evaluation, 2020. 48(1): p. 656-670.
[29]ASTM, C., 191-08. Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle, ASTM Internationals, United States, 2008.
[30]Koehler, E.P. and D.W. Fowler. Development and Use of a Portable Rheometer for Concrete. in Supplementary Proceedings of the Eighth CANMET/ACI International Conference on Recent Advances in Concrete Technology, Montreal, Canada. 2006.
[31]ASTM, C., 403. 2005. Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance. Annual Book of ASTM Standards, 2005.
[32]British Standard, B., part 116, 1983," Method for determination of compressive strength of concrete cubes. British Standards Institution, 1881.
[33]Concrete, S.-C., The European Guidelines for SelfCompacting Concrete. BIBM, et al, 2005. 22.
[34]Khan, S.U., et al., Effects of different mineral admixtures on the properties of fresh concrete. The Scientific World Journal, 2014. 2014.
[35]Gesoğlu, M. and E. Özbay, Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes: binary, ternary and quaternary systems. Materials and Structures, 2007. 40(9): p. 923-937.
[36]Madandoust, R., M. Ranjbar, and A. Moshiri, The effects of steel and pet fibers on the properties of fresh and hardened self-compacting concrete. Asian Journal of Civil Engineering (BHRC), 2014. 15(5): p. 671-682.
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