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Blikharskyy1 1Faculty of Civil Engineering, Czestochowa University of Technology, 3 Akademicka Street, 42 - 200 Czestochowa, Poland 2Department of Highways and Bridges, Lviv Polytechnic National University, 6 Karpinskogo Street, 79013, Lviv, Ukraine 3Department of Building Constructions and Bridges, Lviv Polytechnic National University, 6 Karpinskogo Street, 79013, Lviv, Ukraine ajacek.selejdak@pcz.pl Keywords: carbon strips, crack resistance, CFRP, strengthening, RC columns.
References [1] Kos Ž, Dmitrović L G and Klimenko E 2017, Tehnički glasnik - technical journal 11 150-4 [2] Blikharskyy Z, Selejdak J, Blikharskyy Y and Khmil R 2019, System Safety: Human - Technical Facility – Environment 1 277-83 [3] Lobodanov M, Vegera P and Blikharskyy Z 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 243 [4] Selejdak J, Khmil R and Blikharskyy Z 2018 The influence of simultaneous action of the aggressive environment and loading on strength of RC beams Matec Web of Conferences 183 10.1051/matecconf/201818302002 [5] Bobalo T, Blikharskyy Y, Vashkevich R and Volynets 2018 Bearing capacity of RC beams reinforced with high strength rebars and steel plate MATEC Web of Conferences 230 10.1051/matecconf/201823002003 [6] Bobalo T, Blikharskyy Y, Kopiika
N and Volynets M 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 25 [7] Krainskyi P, Blikharskyy Y, Khmil R and Blikharskyy Z 2018 Experimental study of the strengthening effect of reinforced concrete columns jacketed under service load level Matec Web of Conferences 183 10.1051/matecconf/201818302008 [8] Krainskyi P, Blikharskyy Y, Khmil R and Vegera P 2018 Influence of loading level on the bearing capacity of RC columns strengthened by jacketing Matec Web of Conferences 230 10.1051/matecconf/201823002013 [9] Krainskyi P, Blikharskyy Y, Khmil R and Vegera P 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy
Mater. 49 490-9 [12] Hadi M N S 2010, Australian Journal of Structural Engineering 10 169- 78 [13] Blikharskyy Z, Vashkevych R, P Vegera and Blikharskyy Y 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 17 [14] Blikharskyy Z, Khmil R and Vegera P 2017 Shear strength of reinforced concrete beams strengthened by P.B.O. fiber mesh under loading Matec Web of Conferences 116 10.1051/matecconf/201711602006 [15] Selejdak J, Blikharskyy Y, Khmil R and Blikharskyy Z 2020 Advances in Resource-saving Technologies and Materials in Civil and Environmental Engineering in Proceedings of CEE 2019 – 2020, Lecture Notes in Civil Engineering Vol 47, ed Z Blikharskyy, P Koszelnik and P Mesaros (Cham:Springer) p 410 [16] Blikharskyy Z, Vegera P, Vashkevych R and Shnal
T 2018 Fracture toughness of RC beams on the shear, strengthening by FRCM system Matec Web of Conferences 183 10.1051/matecconf/201818302009 [17] Benzaid R and Mesbah H A 2013, Structural Engineering and Mechanics 46 111-135 [18] Blikharskyy Y, Khmil R and Blikharskyy Z 2018 Research of RC columns strengthened by carbon FRP under loading Matec Web of Conferences 174 10.1051/matecconf/201817404017 [19] Gajdosova K and Bilcik J 2013, Journal of Composites for Construction 17 239-48 [20] Olivova K and Bilcik J 2009, Slovak Journal of Civil Engineering 17 1-9 [21] Zhang Q, Mol’kov Y V, Sobko Y M, Blikhars’kyi Y Z and Khmil R E 2015, Materials Science 50 824-9

Based on the requirements of load test technique on existing long-span concrete bridge, a deck arch bridge of large-span reinforced concrete was taken as the engineering background and the emulation analysis was done by building the bridge model using the finite element software Midas/Civil.
Engineering Survey This bridge was completed in November 11th, 2011.
Based on characteristics of the structure and the design load, the bridge model was built by using the finite element software Midas/Civil.
Fig.1 The calculation model built by Midas/Civil Test Load.
[2] Xinmin Ge, Xianmin He, Qisheng Xiang et.al: Highway Engineering Vol.33 (2008), p.131-134, in Chinese

Influence of Width of Widened Part in Road Engineering Jinlong LIU1,a, Donglin WANG2,b 1Department of Civil Engineering, Hefei University, Hefei, China. 2School of Civil Engineering, Anhui Institute of Architecture & Industry, Hefei, China.
Based on the nonlinear finite element method, the basic characters of widened road engineering are studied.
Therefore, how to control the differential settlement and avoid longitudinal crack in widened road engineering is a key technical problem [4- 6].
In order to comprehend the deformation and failure mechanism of widened road engineering exactly, based on the nonlinear finite element method (FEM), a typical case of widened road engineering has been studied in this article, which aim to give some advices to correlative engineering.
The FEM model of embankment Now a typical widened road engineering is to be studied, with 20.0m width, 4.0 m height and slope ratio of 1:1.5, which will be widened to (20.0+2L) m width at both sides.

Elongovan, HOD-Civil Dr.
Anbalagan, Prof, Civil Dr.
Anne Ligoria, Prof, Civil Prof.
Sellappa, Civil Prof.
Gowri, Prof, Civil Dr.

Mechanical Performances of Green Engineered Cementitious Composites Incorporating Various Types of Sand Siong Wee Lee1,a*, Chai Lian Oh2,b, Mohd Raizamzamani Md Zain2,c , Norrul Azmi Yahya 2,d and Azerai Ali Rahman2,e 1Faculty of Civil Engineering, Universiti Teknologi MARA, Johor Pasir Gudang Campus, 81750 Masai, Johor, Malaysia. 2Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
Maalej, Application of engineered cementitious composites (ECC) in interior beam–column connections for enhanced seismic resistance, Engineering Structures. 69 (2014) 235-245
Lee, Seismic behaviour of engineered cementitious composites beam-column joints.
Key Engineering Materials. 775(2018) 589-595
M., & Ismail, S., Strength characteristics of geopolymer concrete containing recycled concrete aggregate, International Journal of Civil & Environmental Engineering. 11(1)(2011) 59-62

Architecture Engineering College, Northeast Dianli University, Jilin, 132012, China a.mxd@mail.nedu.edu.cn Key words: the main building, structure system, construction technology Abstract: In thermal power engineering construction, the main building is a great project, in which the construction time, key engineering technology is difficult.
During the main plant construction, civil engineering installation should have their own channels, streamlined and easy to piecewise continuous construction.
With recent years, the use of cast structural engineering gradually increased, from south to north, from 100MW to small and medium sized main plant 300-500 MW large main plant, the construction system is gradually forming a new cast structure. 3 Several issues of the main plant civil construction 3.1 Problems (1)Due to continuous pumping concrete, mold contralateral side impact a lot of pressure.
References [1]Fajfar P,Vidic T.Consistent inelastic design spectra:strength and displacement[J]．Erathquake Engineering and Structrual Dynamic,1994,23:507~521
[2]Bai Guoliang，Chu Liusheng，Jiao Jiangwei.Pushover analysis for SRC frame [J]．Proceedings of the International Symposium on Innovation&Sustainability of Structutes in Civil Engineering,2007,Vol.1(11):256~264

It is becoming a great challenge for civil engineers to design a foundation which able to minimize the effect of an earthquake.
One of the main reasons is originated from the complexity of the geotechnical problem which requires fundamental knowledge in soil mechanics, foundation engineering, soil-structure interaction and earthquake engineering.
Based on ASTM International [4], EPS densities vary for practical civil engineering applications.
Pecker, Advance Earthquake Engineering Analysis, Springer Wien New York, France, 2007, pp. 43-59
Leonardo, Foundation Engineering Handbook, Mexico, Springer Science, Lehigh University, 1991, pp. 673-678

Especially in the field of transportation construction engineering, compound talents with professional basis, familiar with the safety engineering technology are demanded for.
Teaching class with less than 40 students according to the training target of Excellence Engineer was equipped.
Professional required courses Theory course system Public basic courses Public elective courses Professional elective courses Professional subject courses Professional basic courses Drawing Basis Mechanics of Materials Theoretical Mechanics Environmental Protection Introduction Engineering Chemistry Linear Algebra Probability Theory and Mathematical Statistics Engineering Geologies Soil Mechanics Structural Mechanics I Structural Mechanics Ⅱ Fluid Mechanics Civil Engineering Material Measurement of architecture engineering Principles of Structure Design Engineering Economics Highway Surveying and Designing Hydrology for Bridge Design Transportation Safety Engineering System Engineering of Safety Bridge Construction Technology Civil Engineering Introduction Principles of Steel Structure Design Bridge Engineering Subgrade Engineering Pavement Engineering Construction Organizations Pier & Abutment and Foundation Professional English Design of Large
Course design Graduation Design Course experiment Practice Training Engineering Geologies Soil Mechanics Civil Engineering Material Bridge Test and Strengthening Engineering Training Database technology practice Cognation practice Engineering Geology Practice Measurement experiment and practice Production Practice Graduation Practice Road survey course design Course Design of Concrete Structures Course Design of Beam Bridge & Arch Bridge Subgrade Course Design Foundation Course Design Pavement Course design Bridge CAD Course Design Course Design of Construction Organizations Practice course system Figure.2 Practice course system 5.
Acknowledgements This work was supported by Key Subject Construction of Shanghai Ministry of Education Commission (J51502) and Characteristic Construction Project of safety-typed Civil Engineering (405zk090115001).

Analysis of the Overall Reliability Slender Concrete Columns BENKO Vladimír1, a *, GÚCKY Tomáš2,b and VALAŠÍK Adrián3,c 1-3Faculty of Civil Engineering STU, Radlinského 11, 810 05 Bratislava, Slovakia avladimir.benko@stuba.sk, btomas.gucky@stuba.sk, cadrian.valasik@stuba.sk Keywords: stability, slender concrete columns, concrete, reliability Abstract.
The experiments were executed in the Central laboratory of Faculty of Civil Engineering STU in Bratislava in cooperation with company STRABAG ltd.
Fig. 1 Dimensions and scheme of reinforcement of specimens [4,7,8] Test samples were tested in Central Laboratory of Faculty of Civil Engineering STU in Bratislava.
In Advances in archit. civil and environm. eng.: STU v Bratislave, 2015, ISBN 978-80-227-4514-7. (2015).

Application of SCGM (1, 1) Method in the Construction Monitoring and Control of Continuous Girder Bridges Baofu Duan1,2,a, Chengbo Zhai 1,2,b, Xianhe Weng 1,2,c 1Shandong University of Science and Technology; Qingdao 266590, China; 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation; Qingdao 266590, China; aduanbaofu@126.com, bchengbo-1988@163.com, c408924390@qq.com Keywords: SCGM (1, 1) model; Construction Monitoring and Control; continuous beam bridge Abstract.
So it is widely used in engineering construction.
This calculation analysis on the results of Midas/Civil software; according to the design, based on finite element method, simplify the whole bridge for plane truss structures.
Considering the influence of diaphragm plate, regard every diaphragm plate as a unit, so the host bridge is divided into 81 units.Fig.1 shows that the model of host bridge established with Midas/Civil.
Study of number of acoustic emission with gray model in compression process of concrete, Journal of Architecture and Civil Engineering, 2008, 25(3):42-46 (In Chinese)