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Magazine of Civil Engineering. 9(35) (2012) 29-34
Magazine of Civil Engineering. 4(39) (2013) 35–45
Magazine of Civil Engineering. 5(57) (2015) 45–57
Deformations in the Mohr – Coulomb plasticity condition, Magazine of Civil Engineering. 59(7) (2015) 4–17
Journal of the South African Institution of Civil Engineering. 50(1) 2008 2–12

Changes of Electrical Parameters of Cement Chipboards Cetris-Basic after Freezing Cycle Ivo Kusák1,a*, Miroslav Luňák1,b 1Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic akusak.i@fce.vutbr.cz, blunak.m@fce.vutbr.cz Keywords: Impedance spectroscopy, dielectric losses, conductivity, civil engineering, freezing cycle, loss factor, non-destructive testing.

Naveed Anjum5,e and Moazam Ali6,f 1Department of Civil Engineering, Khwaja Fareed University of Engineering & Information Technology, 64200 RYK, Punjab, Pakistan 2Department of Civil Engineering, College of Engineering & Technology, University of Sargodha, Sargodha 40100, Punjab, Pakistan 3Department of Civil Engineering, College of Engineering & Technology, University of Sargodha, Sargodha 40100, Punjab, Pakistan 4Department of Civil Engineering, Khwaja Fareed University of Engineering & Information Technology, 64200 RYK, Punjab, Pakistan 5Department of Civil Engineering, Khwaja Fareed University of Engineering & Information Technology, 64200 RYK, Punjab, Pakistan 6Department of Civil Engineering, Khwaja Fareed University of Engineering & Information Technology, 64200 RYK, Punjab, Pakistan aengr.shoaib255@gmail.com, baqeel.ahmed@uos.edu.pk, cabdul.rahim@uos.edu.pk , d*dr.zaheer@kfueit.edu.pk , enaveed.anjum@kfueit.edu.pk, fshaikhmoazam9@gmail.com Keywords: various coarse aggregates
[4] Abbas, S., et al., Engineering characteristics of widely used coarse aggregates in Pakistan: a comparative study.
Pakistan Journal of Engineering and Applied Sciences, 2017 [5] Guo, Y., et al., Ballast degradation: Effect of particle size and shape using Los Angeles Abrasion test and image analysis.
ARPN Journal of Engineering and Applied Sciences, Vol. 7, No. 1, 2012, pp. 81-92

Development of Mechanical Properties of Cement Based Composites with Recycled Concrete Aggregate HRŮZA Jaromír1,a,∗, TOPIČ Jaroslav1,b, HLUBOCKÝ Lukáš1,c and PLACHÝ Tomáš1,d 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Prague, Czech Republic ajaromir.hruza@fsv.cvut.cz, bjaroslav.topic@fsv.cvut.cz, clukas.hlubocky@fsv.cvut.cz, dtomas.plachy@fsv.cvut.cz Keywords: Recycled Concrete Aggregate; Waste Utilization of Concrete; Resonance Method.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering CTU in Prague.
Perez, Characterization of recycled concrete aggregates when used in asphalt concrete: a technical literature review, European journal of environmental and civil engineering 8 (2014) 917-930
Arezoumandi et at., An experimental study of flexural strength of reinforced concrete beams with 100 % recycled concrete aggregate, Engineering Structures 88 (2015) 154-162

Experimental Study of Mechanical Behavior of Ceramsite Concrete Filled Steel Tubular Columns Subjected to Fire Load Xintang Wang1,a, Zhiguo Xie1,b , Ming Zhou1,2,c and Jie Yin1,d 1 Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, China 315211 2 Faculty of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 710055 awxt196322@126.com, bxiezhiguo@126.com, czhouming1426@163.com, d494022662@163.com Key words: Fire load, Ceramsite, Concrete filled steel tubular short column, Mechanical behavior Abstract.
Conference [1] Linhai Han and Jingsi Huo: China Civil Engineering Journal Vol.35 (2002), p.25 (In Chinese) [2] Linhai Han, Junli He, Haijiang Wu and Qingfa Han: China Civil Engineering Journal Vol.33 (2000), p.31 (In Chinese) [3] T Lie and M Chabot: Fire Safety Journal Vol.20 (1992), p.135 [4] Lie,T.T.: Journal of Structural Engineering Vol.26 (1994), p.1489 [5] V K R Kodur: Journal of Constructional Steel Research Vol.51(1999), p.21 [6]Zhou Ming, Wang Xintang and Wang Haijiang: PACIFIC STRUCTURAL STEEL CONFERENCE, Peking (2010), p.1638

Non-destructive Testing of Glued Laminated Timber Beams With Use of Pilodyn 6J - Method of Spike KLAPÁLEK Pavel1,a,∗, MELZEROVÁ Lenka1,b 1Department of Mechanics, Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 160 00 Prague, Czech Republic apavel.klapalek@fsv.cvut.cz, blenka.melezerova@fsv.cvut.cz Keywords: GLULAM; Glued Laminated Timber; Beam; Pilodyn; Non-destructive testing.
Introduction Our complex research is focused on glued laminated timber, because it is very popular nowadays in civil engineering.
Set 1 Mean - E [MPa] Standard error [MPa] Beam 1 12 417 1 337 Beam 2 12 688 1 222 Beam 3 12 336 1 371 Beam 4 11 908 1 338 Beam 5 13 530 938 Beam 6 12 416 1 321 All together 12 549 1 356 Method of spike is widely used method for evaluating the properties of timber elements in civil engineering and results can be very accurate.
Acknowledgement The financial support of this outcome by the Faculty of Civil Engineering, CTU in Prague (SGS project No. 14/122/OHK1/2T/11) is gratefully acknowledged.

Probabilistic Simulation of the Mechanical Response of a Pre-Stressed Railway Sleeper: Initiation and Propagation of Cracks During Static Test Ladislav Řoutil1,a, Václav Veselý1,b and Zbyněk Keršner1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveri 331/95, 602 00 Brno, Czech Republic aroutil.l@fce.vutbr.cz (corresponding author), bvesely.v1@fce.vutbr.cz, ckersner.z@fce.vutbr.cz Keywords: pre-stressed railway sleepers, static test, FE modelling, crack width, statistical analysis, probability analysis Abstract.
Kvočák (Editors), Technical University of Kosice, Faculty of Civil Engineering, 9 p., ISBN: 978-80-553-0176-1
In 10th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP10, Tokyo, Japan, ISBN 978-0-415-45211-3, 2007
In 10th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP10, Tokyo, Japan, ISBN 978-0-415-45211-3, 2007

Experimental Studies on the Mechanical Performances of Corroded Reinforced Concrete Columns Retrofitted with FRP Zhou Yingwu1, a, Wu Lingyi1,b, Sui Lili1,c and Xing Feng1,d 1Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Faculty of Civil Engineering, Shenzhen University, Shenzhen, the People’s Republic of China aywzhou@szu.edu.cn, blinkey_good@163.com, csuill8969@163.com, dxingf@szu.edu.cn Keywords: FRP, confined concrete, corroded RC column, durability.
Proceedings of International Conference on FRP Composites in Civil Engineering, (2001), p.1059-1066
Journal of Meterials in Civil Engineering, Vol. 15, No. 1, (2003), p.41-47

Getahune M.Bitewlgn1, a, Gu Qian2, b, Li Bo3, c, Sun Chengfang4, d 1PhD Candidate, School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, P.R.China, 2, 3 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, P.R.China 4City College of Dongguan University of Technology, Dongguan 523106, P.R.China abitmek11@gmail.com, bguqian1127@hotmail.com,c214649514@qq.com, d13412969219@139.com Keywords: Sprayed FRP, Basalt FRP, Repairing, RC frame column, Earthquake-damaged Abstract: Repairing of past earthquake-damaged members that are highly susceptible to future attack is necessary to prevent civil infrastructure destruction and consequent lives lose.Sprayed basalt FRP composite was tested and presented here as a promising solution.In this study, three 1/2 scaled reinforced concrete frame columns were used to investigate the effectiveness and feasibility.One column was damaged to failure and used as a reference specimen.The
World Academy of Science, Engineering and Technology 78(2013), p1357-136
The 14th world conference on earthquake engineering October 12-17, 2008, Beijing, China

Analysis on the Ultimate Pullout Force of Prestressed Cable Based on Nonlinear Mohr Strength Criterion Xiaoyan Luo1, a, Weiping Liu2,b 1 School of Civil Engineering and Architecture, Jiangxi Technology Normal Collage, Nanchang, 330013, China 2 School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China aluoxiaoyan2@126.com, bwpliu@126.com Corresponding author: Weiping Liu, email:wpliu@126.com Keywords: Two-parameter parabolic failure envelope, Prestressed cable, Ultimate pullout force.
It can provide theoretical supports for some prestressed cable engineering practices.
The grouting pressure should reasonably choose in the practical engineering design.
The grouting pressure should reasonably choose in the practical engineering design.
[3] Haibin Wang, Bo Gao: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005),p.2113-2118, in Chinese