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The impact study of the resistance to ultraviolet radiation aging agent on the airport road surface performance with the modified asphalt Ye song1, Shao xianzhi1, Wang lieping2 1.Airport Engineering Civil Aviation R&D Base of China Airport Construction Group Company of CAAC, China, 2.
Central South Highway Engineering. 2006 (4): 37-39

Investigation on Factors Influencing Workability of Recycled Aggregates Concrete Chen Changping1,2,a, He Fuqiang1,2,b，Hong Li1,2,c , Zhou Xianqi1,2,d 1Department of Civil Engineering and Architecture，Xiamen University of Technology, China 2 Xiamen Engineering Research Center of Ecological Building Materials, Xiamen, China a email:cpchen@xmut.edu.cn, b email:2011110901@xmut.edu.cn, c email:hongli@126.com Keywords: RA concrete, workability, water cement ratio, sand ratio, RA replacement percentage Abstracts: In order to investigate factors influencing workability of recycled aggregates (RA) concrete, such as water amount, sand ratio and RA replacement percentage, 10 pitch of RA concrete was prepared for measurement of workability and a formula was used for calculating effect of water amount on slump of RA concrete.

Influence of Fly Ash on Corrosion Resistance of Refractory Forsterite-Spinel Ceramics NGUYEN Martin1,a* and SOKOLÁŘ Radomír1,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic anguyen.m@fce.vutbr.cz, bsokolar.r@fce.vutbr.cz Keywords: Corrosion Resistance, Refractory Ceramics, Forsterite, Spinel, Fly Ash, Alumina.
Introduction Refractory forsterite ceramics are widely used in the cement and lime industry as a lining of rotary kilns and in the metallurgical industry as a lining of furnaces and regenerators due to the high melting point of forsterite and its non-reactivity with clinker or iron at high temperatures. [1-3] Forsterite ceramics is also used in electrotechnical engineering for ceramic-metal joints due to its high thermal expansion coefficient, which is similar to the thermal expansion coefficient of metals. [4, 5] As a result of its high thermal expansion coefficient, forsterite has relatively low thermal shock resistance.

Journal of Building Engineering 29, 101187. https://doi.org/10.1016/j.jobe.2020.101187 [10] Jerónimo, A., Soares, C., Aguiar, B., Lima, N., 2020.
Technical University of Denmark, Department of Civil Engineering

Effect of Aggregate Type on Properties of Natural Hydraulic Lime-Based Mortars VYŠVAŘIL Martin1,a*, ŽIŽLAVSKÝ Tomáš1,b, ZIMMERMANN Štěpán1,c and BAYER Patrik1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic avysvaril.m@fce.vutbr.cz, bzizlavskyT@study.fce.vutbr.cz, czimmermanns@study.fce.vutbr.cz, dbayer.p@fce.vutbr.cz Keywords: natural hydraulic lime, aggregate, limestone, quartz, strength, porosity, carbonation Abstract.
Bayer, Key Engineering Materials 722 (2016), 343-350

Nanosilica Activated High Volume Fly Ash Concrete: Effects on Selected Properties Martin LABAJ1,a *, Rudolf HELA1,b and Iveta HÁJKOVÁ1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic alabaj.m@fce.vutbr.cz, bhela.r@fce.vutbr.cz, chajkova.i@fce.vutbr.cz Keywords: HVFA concrete, fly ash, nanosilica, pozzolan.
Orsakova, The Mechanical Activation of Fly Ash, concrete and concrete structures 2013, Procedia Engineering, 65 (2013), 87-93

Analysis of Night-Time Pre-Cooling in a School Building Martin Kovac1,a*, Katarina Kovacova1,b 1Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolska 4, 042 00 Kosice, Slovakia amartin.kovac@tuke.sk, bkatarina.kovacova.3@tuke.sk Keywords: school building, night ventilation, operative temperature, DesignBuilder, thermal mass.
Workie, Thermal Mass Modelling in Whole Building Simulation Tool, for Model Predictive Control of Peak Demand Limiting and Peak Load Shifting, University of Strathclyde Engineering, Glasgow, 2015

About an Experimental Modeling of Steel Surfaces Wear in Injection of Plastic Composites with Short Glass Fibres RUS Dorin1a, CAPITANU Lucian2b* and FLORESCU Virgil1c. 1Mechanical Department, Institute of Civil Engineering Bucharest, 59 Plevnei Way, 5th district.
World Academy of Sience, Engineering and Technology 83 (2013), pp. 628-635.

.: Polymer-modified concrete: Review, Journal Of Materials In Civil Engineering 9 (2) (1997) 85-92
[10] Gretz, M.; Plank, J.: Hybrid additives for construction applications, fabricated through layer-by-layer adsorption of polycondensate type superplasticizers on latex templates, Colloids and Surfaces A: Physicochemical and Engineering Aspects 366 (1-3) (2010) 38-44

Waterproof Performance of Polymer-Modified Cement Mortar WANG Rua, MA Daoxunb , WANG Peimingc Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, School of Materials Science and Engineering, Tongji University, 4800 Cao’an Road, Shanghai 201804, China a ruwang@tongji.edu.cn, b daoxunma@163.com, c tjwpm@126.com Keywords: Cement mortar; Polymer; Capillary water absorption; Impermeability; Cracking; Dynamic elastic modulus Abstract.