Issue 38

U. Haider et alii, Frattura ed Integrità Strutturale, 38 (2016) 305-318; DOI: 10.3221/IGF-ESIS.38.41 318 [28] Termkhajornkita, P., Nawaa, T., Nakaib, M., Saito, T., Effect of fly ash on autogenous shrinkage, Cement and Concrete Research 35 (2005) 473 – 482, DOI: 10.1016/j.cemconres.2004.07.010. [29] Kristiawana, S.A., Aditya, M.T.M, Effect of high volume fly ash on shrinkage of self-compacting concrete, Procedia Engineering 125 (2015) 705 – 712. DOI: 10.1016/j.proeng.2015.11.110. [30] S. Tangtermsirikul, Effect of chemical composition and particle size of fly ash on autogenous shrinkage of paste, in: E. Tazawa (Ed.), Proceedings of the International Workshop on Autogenous Shrinkage of Concrete, JCI, Hiroshima, Japan, (1998) 175 – 186. [31] Salber, A. J., Swan, C. W., Design of fly-ash concrete masonry for optimal carbon sequestration, World of coal ash (WOCA) conference, USA, (2013). [32] Jones, M.R., McCarthy, A., Booth, A.P.P.G., Characteristics of the ultrafine component of fly ash, Fuel, 85 (2006) 2250–2259. DOI: 10.1016/j.fuel.2006.01.028. [33] Rivera F., Martínez, P., Castro, J., Lopez, M., Massive volume fly-ash concrete: A more sustainable material with fly ash replacing cement and aggregates, Cement and Concrete Composites, 63 (2015) 104-112. DOI: 10.1016/j.cemconcomp.2015.08.001. [34] V.M. Malhotra, P.K. Mehta, High-performance, High-volume Fly Ash Concrete for Building Sustainable and Durable Structures, third edition, ACCA, (2008). [35] ČSN ISO 4013, Beton, Stanovení pevnosti v tahu ohybem zkušebních těles, Úřad pro technickou normalizaci, metrologii a státní zkušebnictví, Praha, (1994). [36] ČSN ISO 1920, Zkoušení betonu. Rozměry, mezní odchylky a použití zkušebních těles, Úřad pro technickou normalizaci, metrologii a státní zkušebnictví, Praha, (1994). [37] ČSN EN 480-1, Přísady do betonu, malty a injektážní malty - Zkušební metody - Část 1: Referenční beton a referenční malta pro zkoušení, Praha, (2015). [38] ČSN EN 196-3, Metody zkoušení cementu - Část 3: Stanovení dob tuhnutí a objemové stálosti, Praha, (2005). [39] ASTM C1202-12, Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, PA, (2016). [40] Horiba scientific, a guidebook to particle size analysis, https://www.horiba.com/fileadmin/uploads/Scientific/eMag/PSA/Guidebook/pdf/PSA_Guidebook.pdf , (2016). [41] Hosokowa micron powder systems, http://www.hmicronpowder.com, (2016). [42] Lu, Z., Huo, P., Luo, Y., Liu, X., Wu, D., Gao, X., Li, C., Yan, Y., Performance of molecularly imprinted photo catalysts based on fly-ash cenospheres for selective photo degradation of single and ternary antibiotics solution, Journal of Molecular Catalysis A: Chemical, 378 (2013) 91–98. DOI: 10.1016/j.molcata.2013.06.001. [43] Hudak, P.F., Principles of hydrogeology, third edition, CRC Press LLC, (2005) 35-36. [44] Chen, Y., Shah, N., Huggins, F.E., Huffman, G.P., Dozier, A., Characterization of ultrafine coal fly ash particles by energy-filtered TEM, Journal of Microscopy, 217 (2005) 225–234. DOI: 10.1111/j.1365-2818.2005.01445.x. [45] Mindess, S., Young, J. F., Darwin, D., Concrete, Prentice Hall, Englewood Cliffs, NJ, USA, (2003). [46] Delatte, N.J., Concrete pavement design, construction, and performance, second edition, CRC Press, Taylor & Francis Group, (2014). [47] Chebet F.C., Kalumba, D., Laboratory Investigation on Re-Using Polyethylene (Plastic) Bag Waste Material for soil reinforcement in Geotechnical Engineering, Civil Engineering and Urban Planning: An International Journal (CiVEJ), 1 (2014). [48] Lootens, D., Jousset, P., Martinie, L., Roussel, N., Flatt, R.J., Yield stress during setting of cement pastes from penetration tests, Cement and Concrete Research 39 (2009) 401–408. DOI:10.1016/j.cemconres.2009.01.012. [49] Ravina, D., Slump retention of fly ash concrete with and without chemical admixtures, Concrete International, 17 (1995) 25-29. [50] Liu, B., Xie, Y., Influence of fly ash on properties of cement – based materials, first international symposium on design, performance and use of self – consolidating concrete SCC, China, (2005). DOI: 10.1617/2912143624.060.