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Study on Influencing Factors of CFST Arch Bridge Stability Hongyu Tao1, a 1 Department of Civil Engineering, Southwest Jiaotong University Emei Campus Emei, Sichuan, China aemail, thyswjtu@163.com Keywords: "Fly-bird-type" CFST Arch Bridge, natural vibration characteristics, safety factor, stability; Abstract.
General engineering situation According to document[2], "Fly-bird-type" CFST arch bridge is generally called half-through CFST tied arch bridge.
Journal of Wuhan University of Technology(Transportation Science and Engineering) [7] Ministry of Transport of the People’s Republic of China.

Research Progress of Landfill Leachate Treatment Ping Chen1,2,a, Lianbao Kan1,2 and Mingwei Liu3 1 Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering; Daqing, Heilongjiang, 163318, China 2 College of Civil and Architecture Engineering, Northeast Petroleum University; Daqing, Heilongjiang, 163318, China 3 State Key Laboratory of Urban Water Resource and Environment Harbin Institute of Technology Harbin, China aemail:shenjiangong22@126.com Keywords: Landfill leachate; Powder activated carbon; Biological methods.
Chan: Chemical Engineering Journal Vol.125 (2006) , p.35–57 [20] Fikret Kargi, M.

Analysis of the Influence of Superelevation of Subway Line Act on Wheel-Rail Wear ZHOU Suxia1,a , XUE Rui2,b 1,2 School of Mechanical-Electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture,beijing,China,100044 azhousuxia@bucea.edu.cn, bxr8909@163.com Keywords: deficient superelevation; surplus superelevation; vehicle dynamics; subway wheel-rail wear; simulation.
[2] Songliang LIAN: Track Engineering[M].

Strength reduction factors: a unified analytic expression for narrowband and broadband ground motion records Iolanda-Gabriela CRAIFALEANU1,2 a 1Technical University of Civil Engineering Bucharest, Department of Reinforced Concrete Structures, Bd.
Hall, Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California (1982)
Craifaleanu, Nonlinear single degree-of-freedom models in earthquake engineering, Matrix Rom, Bucharest, 2005 (in Romanian)

The Effect of Class C Fly Ash on the Water Impermeability of Brick Body SOKOLÁŘ Radomír1,a, NGUYEN Martin1,b and Oldřich PAVELKA2,c 1Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Veveri 95, 60200 Brno, Czech Republic 2Wienerberger Česká Rebublika, Czech Rebublic asokolar.r@fce.vutbr.cz, bnguyen.m@fce.vutbr.cz, cOldrich.Pavelka@tondach.cz Keywords: Class C Fly ash, Brick body, Water Impermeability Abstract.
Journal of Building Engineering 14 (2017), pp. 7-14 [14] R.
Materials Science and Engineering. 385 (2018), pp. 1-6

Long-Term Performance Analysis of Geomembrane Considering Stress Cracking Resistance Han-Yong Jeon Department of Applied Organic Materials Engineering/Inha University, Incheon, Korea (South) Keywords: Single point notched constant tensile load (SP-NCTL), Environment stress crack resistance (ESCR), Resin chip without additives (RWOA), Stress cracking behavior Abstract.
Thesis, Department of Civil Engineering, Queen’s University, Kingston, Ontario, Canada, 2009 [2] M.
Rowe, Degradation of Exposed LLDPE and HDPE Geomembranes: A Review, Geo-frontiers 2016, 2011, pp.2065-2072 [3] Hsuan, Y.G., Koerner, R.M. and Lord Jr., A.E.: Journal of Geotechnical Engineering, ASCE, 119(11), 1993, pp.1840-1855 [4] L.

Application of Probabilistic and Interactive Information in verifying Machine System and Kernels Based on Relational Modality Zhi-Ming QU School of Civil Engineering, Hebei University of Engineering, Handan, Hebei Province, 056038, China chinaqzm@163.com Keywords: interactive information; machine system and kernel; relational modality.
Despite the fact that it has nothing against the prior method, it does not believe that method is applicable to electrical engineering.

Total area of living quarters accounting for one urban inhabitant on average for 2002-2015 (at the end of the year), sq. m Compiled according to the data of [9, 10] The priorities of this program are: - stimulating housing construction, increasing the annual volume of new housing by building new residential areas, developing built-up areas; - provision of comfortable housing to privileged categories of the population; - introduction of modern rational and energy-efficient technologies in housing construction and operation of housing; - development and improvement of engineering infrastructure; - ensuring the sustainable operation of utility networks; - improving the reliability and quality of housing and communal services
- The implementation of these measures will improve housing conditions of citizens, carry out the reconstruction and development of engineering systems of life support of cities, and ultimately solve the housing problem and improve the standard of living of the population.
Ushanova, Formation of the organizational and economic mechanism of long-term investment in solving housing problems of the city, Publishing house of Samara state university of architecture and civil engineering, Samara, 2013

Study on frost resistance of high performence concrete resistance to chloride ion Shengai Cui1, a, Yuezhong Ye1,b, and Shengtan Dou 1,c, Fei Fu 2 1School of Civil Engineering, Southwest Jiaotong University, No.111, Unit1, North Rd.
Erhuan, Chengdu, Sichuan 610031, China 2China Railway Eryuan Engineering Group Co.
References [1] Cui Shengai, Ye Yuezhong, FU Fei, Liu Zhifeng: Advanced Materials Research. 2010,Vol.150 (2010), p.542 [2] Nobuaki Otsuki, Shin-ichi Miyazato, Nathaniel B: ACI Materials Journal Vol.97 (6)(2000),p. 454 [3] Ye Jianxiong, Li Xiaozheng, Liao Jiaqing: Journal of Chongqing Jianzhu University Vol.27 (3)(2005),p.89 (In Chinese) [4] Xie Youjun, Liu Baoju, Liu Wei: Journal of Railway Science and Engineering Vol.1 (2)(2004),p.46 (In Chinese)

., Model to Predict Pavement Temperature Profile: Development and Validatio, Journal of Transportation Engineering, 132 (2), 162-167, American Society of Civil Engineers, (2006)
[2] Hassan, H.F., Al-Nuaimi, A.S. & Jafar, T.M.A., 2005, Development of Asphalt Pavement Temperature Models for Oman, The Journal of Engineering Research Vol.2 (2005)