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PROPERTIES OF POLYURETHANE AND EPOXY MODIFIED CEMENTITIOUS HYBRIDS FOR FLOORING SYSTEMS Vít Petránek 1, a, Jakub Hlawiczka1, b 1University of Technology Brno, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 95, 602 00 Brno, Czech Republic apetranek.v@fce.vutbr.cz, , b hlawiczkaj@study.fce.vutbr.cz, Keywords: cementitious hybrid, polymer modified mortar, polyurethane mortar, epoxy mortar, flooring technology, industrial floorings, epoxy modified cementitious screed, polyurethane modified cementitious screed Abstract.
In civil constructions the floor provides a complex system with functions like sealing and protecting against corrosion, abrasion, UV, flexure and impact stress, etc.
Cementitious hybrid floring systems in civil engineering Flooring systems are very characteristic horizontal constructions with many specific properties and requirements.
Portland Cement Hydration: School of Civil Engineering.
A., Hoe K.W., Porosity, pore structure and water absorption of polymer-modified mortars: An experimental study under different curing conditions, Composites Part B: Engineering, Volume 55, December 2013, Pages 221-233, ISSN 1359-8368, http://dx.doi.org/10.1016/j.compositesb.2013.06.022.

Razrabotka i tekhniko-ekonomicheskoye sopostavleniye variantov proyektnykh resheniy po predotvrashcheniyu postupleniya poverkhnostnykh i gruntovykh vod na territoriyu metallurgicheskogo terminala porta Ust-Luga [Development and feasibility comparison project alternatives to prevent the introduction of surface and groundwater to the territory of metallurgical terminal Ust-Luga] (2011) Magazine of Civil Engineering, 5, pp. 16-24.
The method to justify rational variant points of monitoring technical condition of engineering systems in unique buildings and structures (2014) Magazine of Civil Engineering, 2 (46), pp. 47-57
Buildings and structures survey: conference as a way of solving problems (2013) Magazine of Civil Engineering, 7 (42) pp. 4-6
Dynamic Interaction between Ice and Inclined Structure (2014) Magazine of Civil Engineering, 1 (45), pp. 71-79

Ling1, 2,a, Khairul Anuar Kassim2,b , Ahmad Tarmizi Abdul Karim1,c and Tze Wei Chan2 1Faculty of Civil & Env.
Eng., Universiti Tun Hussein Onn Malaysia (UTHM), Malaysia 2Faculty of Civil Eng., Universiti Teknologi Malaysia (UTM), Malaysia afelix@uthm.edu.my, bkanuar@utm.my, ctarmizi@uthm.edu.my Keywords: Organic soil, Lime, Zeolite, Kaolin, Humic Acid Abstract.
The laboratory procedure for determining the effectiveness of partial replacement of lime with zeolite in stabilization of organic soil were carried out with accordance to BS 1924-2: 1990 which was specifically referred to lime stabilization of materials for civil engineering purposes.
Hausmann, Engineering Principles of Ground Modification, McGraw-Hill Publishing Company, Singapore, 1990
Stace, Effect of Humic Acid on Physical and Engineering Properties of Lime-Treated Organic Clay, Engineering and Technology 59 (2011) 1820-1825 [14] BS1924-2:1990, Stabilized materials for civil engineering purposes- Part 2: Methods of test forcement-stabilized and lime-stabilized materials [15] R.

Preliminary study on the effect of loading rate on bond property between corroded concrete and steel bar Wei Xu1, a, Yingzi Zhang2,b* , Changjuan Liu3,c 1 Shandong Province Zhucheng Municipal Bureau of Finance,Zhucheng 262200,China 2 Department of Civil Engineering, Harbin Institute of Technology, Weihai, Shandong 264209, China 3 Qinhuangdao Huacheng Architctecural Design Consulting Co.
However, due to the difficulty of obtaining the exact expected levels of reinforcement corrosion and no unified standard from experiments, there is also a gap with the actual engineering.
China Civil Engineering Journal,Vol.34(2001), p.40-44
China Civil Engineering Journal,Vol.37(2004), p.23-28
China Civil Engineering Journal,Vol.43(2010), p.70-75

An Identification of Construction Project Overheads for Sustainable Cost Management and Controlling Practices (CMCPs) Nyoman Martha Jaya1, a, ArianyFrederika 2,b 1, 2 Civil Engineering Department, the University of Udayana, Denpasar – Bali – Indonesia anmjaya@civil.unud.ac.id; barianyfrederika1@yahoo.com; Keywords: construction project, construction stage, cost management, cost control, project overheads.
Canadian Journal of Civil Engineering, 32 (2005): pp.712-718
Journal of Civil Engineering and Management, 15(2) (2009): pp.215-224
International Cost and Engineering Council, 3rd World Congress on Cost Engineering, Project Management & Quantity Surveying, 6th Pacific Association of Quantity Surveyors Congress, Melbourne, Australia, 2002

Bended Pile and the Layered Subsoil PREKOP Lubomir1, a * 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia alubomir.prekop@stuba.sk Keywords: interaction, contact, sheeting structure, elastic subgrade, 3D structural model Abstract.
Therefore, results of the engineering-geological survey used in design, need to be as accurate as possible.
Buchta, Foundation slab in interaction with subsoil, in: 2nd Global Conference on Civil, Structural and Enviromental Engineering, GCCSEE 2013 Shenyhen, China, September 2013, Vol 838, 2014, pp 375-380, ISBN 978-303785926-1
Hrustinec, Interaction between Spread Foundations and Subsoil, in: Proceedings of the 13th Europan Conference on Soil Mechanics and Geotechnical Engineering, Prague, Czech Geotechnical Society CICE, 2003, pp. 239-244.

Interfacial Slip Calculation of FRP Plate Strengthened RC Beams under Uniformly Distributed Loads Jia Yang 123, a, Lianguang Wang 1,b, Wenyu Hou1,c 1 School of Resource & Civil Engineering, Northeastern University, Shenyang, China 2 College of Architectural and Civil Engineering, Shenyang University, Shenyang, China 3The Key Laboratory of Geoenvironmental Engineering, Shenyang, China ayangjia0918@163.com, blgwneu@hotmail.com,chouwenyu61@sina.com Keywords: FRP plate; Reinforced concrete; Interfacial slip Abstract.
JOURNAL OF ENGINEERING MECHANICS, MAY 2002.128:562-573

Spitler5 1 State Key Laboratory of Automotive Simulation and Control, Jilin University, Changchun 130025, PR China 2 Department of Thermal Energy Engineering, Jilin University, Changchun 130025, PR China 3 School of Municipal and Environment Engineering, Jilin Architectural and Civil Engineering Institute, Changchun 130118, PR China 4 University of Nottingham, Nottingham NG7 2RD, UK 5 Oklahoma State University, StillWater, OK 74078, USA asenior00685@163.com, b gaoqing@jlu.edu.cn Keywords: ground-coupled heat pump; ground loop heat exchanger; fluid temperature; coefficient of performance Abstract.
Acknowledgements The authors gratefully acknowledge the financial support from the NSFC (National Natural Science Foundation of China) under the grant No. 51076059, 41072198, 50806028 and the Youth Science and Technology Development Foundation of Jilin Institute of Architecture & Civil Engineering, under the grant No.

Dynamic Response of The Glass Curtain Wall of The Cable Truss Under Wind Loads Ruofei Liu1, a, Chengwei Huang2,b , Zhipeng Huo3,c 1Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China 2Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China a331652799@qq.com, b994048762@qq.com, 511809327@qq.com Keywords: Cable truss, Glass curtain wall, Wind-induced vibration response, Time history analysis Abstract.
Journal of Constructional Steel Research.2004.60(32)：952—1062 [4] Schlaich J.Schober H.Moschner T.Prestressed cable net facades [J].Structural Engineering International.2005.15(1)：36-39 [5] Xinmin Wang.
Numerical Analysis of Engineering Structure by ANSYS.

Energy Properties of Building Structures Subjected to Strong Earthquake Jin Zheng1,a, Bo Chen2, b, Chunyang Ye3,c 1Design Institute of Wuhan University of Technology, Wuhan, China 2Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan, China 3Layout and Construction Department, Ningbo University, Ningbo, China azhengjin_jeff@163.com, bcbsteven@163.com, c yechunyang@nbu.edu.cn Keywords: Friction damper, energy criteria, vibration mitigation, seismic response.
Introduction To be a typical kind of civil engineering structures, the multi-story building structures are prone to the strong earthquake.
It is a practical task for engineer and researcher to guarantee the structural safety under seismic loading and avoid the structural damage.
Modern versions of friction damper have already been implemented in a number of civil engineering structures around the world[3].