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Improving the Properties of Cement Mortar Using Low Content Graphene Oxide Maizuar1,a*, Syarifah Asria Nanda2,b, Burhanuddin3,c, Said Jalalul Akbar4,d, Abdul Jalil5,e, Syibral Malaysi6,f and Fauziah Daulay7,g 1,2,3.4,5,6,7Department of Civil Engineering, Universitas Malikussaleh, Aceh, Indonesia amaizuar@unimal.ac.id, bsyarifah.asria@unimal.ac.id, cburhanuddin@unimal.ac.id, dsaidjalalul.akbar@unimal.ac.id, eabduljalil@unimal.ac.id, fsyibral@unimal.ac.id, gfauziah.200110020@mhs.mhs.unimal.ac.id *Corresponding author: maizuar@unimal.ac.id Keywords: Low content, graphene oxide, mechanical properties, cement mortar, nano material Abstract.
Acknowledgements The authors wish to thank LPPM Universitas Malikussaleh, and Civil Engineering department Universitas Malikussaleh for their support.
Golewski, Effect of nano admixture of CSH on selected strength parameters of concrete including fly ash,In: IOP Conference Series: Materials Science and Engineering.

Comparison of Driving Rain Index Calculated According to EN 15927-3 to the CFD Simulation and Experimental Measurement Peter Juras1, a * and Miroslav Jakubcik1, b 1University of Zilina, Faculty of Civil Engineering, Univerzitna 8215/1, 010 26 Zilina, Slovakia apeter.juras@hotmail.com, bmiroslav.jakubcik@fstav.uniza.sk Keywords: Measurement, TRY, Heat-Air Moisture Simulation, HAM, Wind-Driven Rain, Airfield Hourly Index, CFD, Slovakia, Bratislava.
Introduction Wind-driven rain (WDR) can be an important moisture source for building facades and therefore is of great concern in civil engineering.
Carmeliet, A review of wind-driven rain research in building science, Journal of Wind Engineering and Industrial Aerodynamics, 92 (2004) pp. 1079–1130

Student, ”Gheorghe Asachi” Technical University of Iasi, Faculty of Civil Engineering and Building Services, Department of Structural Mechanics, 1 Prof.dr.doc.
Within the research in civil engineering the development of new systems of conceiving, designing, retrofitting buildings with minimal energy consumption, efficient use of resources, reduced costs and reducing execution time are pursued [3,4].
Stratan, Dynamics of structures and earthquake engineering, Timisoara, 2014

Analysis of Selected Rheological Properties and Ageing Processes of Bitumens Used in Waterproofing Products BABIAK Michał1, a, RATAJCZAK Maria2,b and KOSNO Jacek3,c 1-2Faculty of Civil and Environmental Engineering, Poznań University of Technology, Poland 3Institute of Heavy Organic Synthesis “Blachownia”, Kędzierzyn-Koźle amichal.babiak@put.poznan.pl, bmaria.ratajczak@put.poznan.pl, ckosnoj.
Kosno, Impact of chemical and physical modification on thermoplastic characteristics of bitumen, in: Procedia Engineering, 2017, vol. 172, p. 1297-1304
Zieliński, Optimization of content of a new type of ageing inhibitor in bitumen intended for waterproofing products, in: Canadian Journal of Civil Engineering, vol. 01, pp. 13 – 17, 2016

Wind-Induced Vibrating Comfort Analysis of Long Span Sightseeing Bridge of Shenzhen Wan Sports Center Xueyi Fu1,2,3,a , Zhenyu Huang1,b, and Xianchuan Chen3,c 1Department of Urban and Civil Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen (518055),China 2China Construction Design International, Shenzhen (518048), China 3Department of Civil Engineering, Shenzhen University, Shenzhen (518060), China afu_xue_yi@yahoo.com.cn, btianhuan668@sina.com, ccxcszu@163.com Keywords: Long Span Structure; Wind Tunnel Test; Wind-Induced Vibration Comfort; Wind-Induced Time History Analysis Abstract.
Journal of Shenzhen Construction Engineering.

The experimental research about vibration compacting load transfer spread in roadbed Bao-tao Huang1, a ,Ding Liu2,b,Fang Wang3,c,Jie Li4,d 1,2,3,4 College of Civil Engineering & Architecture，Jiangsu University of Science and Technology，Zhenjiang 212003, China ahbtlf2002@yahoo.com.cn, b739880156@qq.com,cwf_1228@163.com,dlijie890728@126.com Keywords: Road engineering, Load transfer spread, Caustics test, Numerical test.
Take, ∆t<2r/C, among them r is the radius of the equivalent circle of particles unit, C is longitudinal wave velocity in the material, C=√E/ρ.Normal and tangential stiffness coefficient Discrete in calculation of discrete element value is determined by the following: Microstructural that selected according to this paper, in the case of the Poisson's ratio μ0=0.35, It has been shown that the microstructural determined in this paper accord with engineering practice.In this model ture values get E=40GPa, ρ=2.5kN/m3, to C=4000m/s. the radius of the equivalent circle of the largest particles unit, r=0.02m, to ∆t <1.0×10-5s, take ∆t =1.0×10-5s in actual calculations.
Chinese Journal of Geotechnical Engineering, 2005, 27(4), p. 0468-0478 (in Chinese) [5] Bao-tao Huang,Wei-ping Tian,Jia-chun Li.

Experimental Study and Finite Element Analysis of the Seismic Behaviors for Steel Fiber Reinforced High-strength Concrete Frame Exterior Joints Haitao LIU1,2,a, Tingyan WANG1,b 1Department of Civil Engineering in North China Institute of Water Resources and Electric Power; Zhengzhou, P.R.
China 2School of Civil Engineering in University of Zhengzhou; Zhengzhou, P.R.
Engineering mechanics, 2009,26(1):174~ 180.

A Study on the Application of Vacuum Microwave Composite Dewatering Technique in Concrete Engineering, Cement and Concrete Research, 24: pp. 159 – 164, 1994
Reprinted from the Proceedings of the 2001 Structures Congress & Exposition, May 21-23, Washington, D.C., American Society of Civil Engineers, Reston, Virginia, Peter C.
Estimating concrete strength using a modified maturity model, Proceedings of the Institution of Civil Engineers Construction Materials 159, February Issue CM1 Pages 33 – 37, 2001

Diagnostics of a Historical Bridge Using Measuring Methods and Inverse Analysis Ladislav KLUSÁČEK1,a, Radim NEČAS2,b and Jiří BUREŠ3,c 1,2Institute of Concrete and Masonry Structures 3Institute of Geodesy 1,2,3 Brno University of Technology, Faculty of Civil Engineering, Veveří 95, 602 00 Brno, Czech Republic aklusacek.l@fce.vutbr.cz, bnecas.r@fce.vutbr.cz, cbures.j@fce.vutbr.cz Keywords: bridge diagnostics, measuring methods, inverse analysis, monitoring, load test Abstract: The article deals with diagnostics of a historical bridge using measuring methods and inverse analysis and presents selected results of the pilot project implemented for the Railway Infrastructure Administration, state organization.
Summary Report HS1215401003, Brno University of Technology, Faculty of Civil Engineering, Brno, Czech Republic, (2012), in Czech [2] H. 
Engineering Structures, Volume: 52, Pages: 26-37, Published: JUL 2013, Publisher, Elsevier SCI Ltd., Oxford, England, (2013) [3] B. 

Effect of Idling Stops on Red Light at Signalized Intersection under Random Arrival Jiann-Sheng Wu1, a and Wen-Chien Hsieh2,b 1Department of Civil Engineering, National Central University, No. 300, Jungda Rd., Junli City, Taoyuan, Taiwan 320, R.O.C. 2Department of Civil Engineering, National Central University, No. 300, Jungda Rd., Junli City, Taoyuan, Taiwan 320, R.O.C.
[5] Montgomery, Douglas C., and Runger, George C.: Applied Statistics and Probability for Engineers, edited by John Wiley & Sons, Inc., Fourth Edition (2007), pp. 145-146