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Failure of Lightweight Aggregate Concrete in Compression under Stress Gradients

-7:2009, Lysaker, Norway, 2009, 16 pp. 16. European Union – Brite EuRam III: “Methods for Testing Fresh Lightweight Aggregate Concrete”. BE96-3942/R4, December1999, 51 pp. 17. McCormick N & Lord J: “Digital Image Correlation for Structural Measurements”. ICE institution, Civil Engineering, 165 (CE4), 2012, pp. 185–190. 18. SINTEF procedure:“Fracture energy of prisms with notch in three point bending test”. KS14-05-04123, September 2007, 3pp. 19. European committee for standardization: “Eurocode 2: Design of concrete structures – General rules and rules

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Reduction of Radon Gas in Concrete Using Admixtures and Additives

REFERENCES 1. World Health Organization. “WHO Handbook on Indoor Radon: a Public Health Perspective,” World Health Organization, Geneva, Switzerland, 2009, 110 pp. 2. EC. “CPR - Regulation (EU) no 305/2011 of the European Parliament and of the Council Laying Down Harmonized Conditions for the Marketing of Construction Products and repealing,” Council Directive 89/106/EEC, Official Journal European Union , Vol. 88, 2011, pp. 5-43. 3. EC. “Council Directive 2013/59/Euroatom of 5 December 2013 Laying Down Basic Safety Standards for Protection

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Application of High Energy Absorbing Materials for Blast Protection

Application. Key Engineering Materials, 755. (2017) 286–291. https://doi.org/10.4028/www.scientific.net/KEM.755.286 [8] Karlos V., Solomos G.: Calculation of Blast Loads for Application to Structural Components . Publication Office of the European Union (2013) 1–49. http://publications.jrc.ec.europa.eu/repository/handle/JRC87200 [9] Figuli L., Jangl., Papán D.: Modelling and Testing of Blast Effect On the Structures . IOP Conf. Series: Earth and Environmental Science 44. (2016). https://doi.org/10.1088/1755-1315/44/5/052051 [10] Bezzeg A., Végh Á

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