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A Study on the Pier Scour and Seismic Capacity Assessment of Bridges Yu-En Huang1,a, Chang-Huan Kou1,b, Li Chen1,c, Chin-Sheng Kao2,d and Meng-Wei Lai1,e 1Department of Civil Engineering, Chung Hua University, Hsinchu, Taiwan 30012, R.O.C. 2Department of Civil Engineering, Tamkang University, Taipei, Taiwan 25137, R.O.C.
[3] J.H Li: A Study of Pier Scour and Resistance Flood, Institute of Civil Engineering, Chung Hua University, Hsinchu (2004), in Chinese
[4] Directorate General of Highways: Research Report on the Seismic Assessment of Highway Bridges and Retrofit Manuals, National Center for Research on Earthquake Engineering (2009), in Chinese
[5] Directorate General of Highways: Drafts of Seismic Design Provisions and Commentary for Highway Bridges, Department of Transportation technology standards for Highway class of Highway engineering (2009), in Chinese.

Study on the vehicle load of highway bridge based on measured data Chuan Zhao 1, 2, a, Yuanming Dou 1, 2, b and Jishu Sun 1, 2,c 1 College of Civil Engineering, Hebei University of Technology; Tianjin 300401; China 2 Civil Engineering Technology Research Center of Hebei Province; Tianjin 300401; China a zcsunshine@yeah.net, b douyuanming@163.com, c 854882209@qq.com Keywords: vehicle load; load spectrum; the fatigue damage equivalent principle; traffic investigation; highway bridge.
The "Highway Engineering Technical Standards" issued by the Ministry of Communications and the relevant bridge design codes stipulate the highway bridge vehicle load level, it reflects the actual load condition and the development trend of highway transportation in our country.
Hag-Elsafi: Journal of Bridge Engineering, ASCE.
Shen, Zhongyan Chen: China Civil Engineering Journal.

Influence of Alkali Environment on FRP Reinforcement An experimental investigation of GFRP reinforcement degradation (accelerated aging tests) are realized at Faculty of Civil Engineering, Brno University of Technology at present.
Štěpánek, P.Simůnek, Optimized design of concrete structures considering environmental aspects, Advances in Structural Engineering, 17 (4) (2014) 495-511
Venclovský, Optimization of a tunnel lining reinforced with FRP, Key Engineering Materials, 691 (2016) 148-159
Karbhari (Ed.), Durability of composites for civil structural applications, Elsevier, 2007
Prokeš, Experimental Verification of Behavior of Glass and Carbon Fibers in Alkali Environment, Key Engineering Materials Vol. 677 (2016) 43-48

Experiment on a Concrete Filled Steel Tubular Arch with Corrugated Steel Webs Subjected to Spatial Loading Jing Gao1, a, Jia-zhan Su2,b and Bao-chun Chen3,c 1 Department of Civil Engineering, Xiamen University, Xiamen, China 2 Department of Civil and Structural Engineering, Hongkong Polytechnic University, Hongkong, 3 College of Civil Engineering, Fuzhou University, Fuzhou, China agaojing@xmu.edu.cn, b 309065267@qq.com, cbaochunchen@fzu.edu.cn Keywords: Arch, concrete filled steel tubular arch, corrugated steel web, spatial loading, test.
Chen: Engineering Mechanics Vol. 27(3) (2010), p. 91-100
Lin: Engineering Mechanics Vol. 23(5)( 2006), p.99-106.

Application of Grouting Technology Wen Yi 1，a Yonghe Wang 1,b Rui Zhou2,c 1.College of Civil Engineering and Architecture, Central South University, Changsha China 2.College of Civil Engineering, Central South University of Forestry and Technology, Changsha China ayiwengangbiao@163.com, byhwang45@163.com, czhou rui@163.com Keywords: Grouting; Test Results; Grouting Material; Geophysical Abstract: The wide range of grouting technology, theory and construction technology are relatively mature, but as a result of the promotion of its application is still uneven, and grouting construction works are hidden, so often cost more is spent in grouting reinforcement work, but the expected results of the problem is not yet achieved.
It is given analysis of the key issues of technology, and hopes to provide reference with the grouting reinforcement of engineering practice.
“Electromagnetic wave CT imaging technology and its application in geotechnical engineering. ” South China earthquake, 14 (3) ,16-23.
“Geotechnical engineering chemistry. ” Science Press.
Rock Mechanics and Engineering Journal,20 (6) ,839-841.

Analysis of Design and Calculation of Wall Protection for Railway Cable Well Construction Zhang Jingwei1,a, Tang Xianxi1,b 1School of Civil Engineering, Lanzhou University of Technology, 730050 Lanzhou, Gansu, China a760943815@qq.com, b695913483@qq.com Keywords: Railway engineering; Cable well; Construction of wall protection; Design and calculation Abstract.
Through those checking’s the prefabricated assembled reinforced concrete wall protection of cable well is ensured to meet the requirements of engineering and mechanical performance.
The research results also provide some reference and guidance to similar railway cable wells engineering.
It has good economic benefit and engineering application prospect.
The measured results of dynamic stress attenuation ratio below the surface of the road by some engineering companies in China are shown in the Table 1.

Port & Waterway Engineering, 2011(9): 57-63.
Port & Waterway Engineering.2013(10): 83-88.
China Harbour Engineering.2010(109):90-99.
(in Chinese) [11] Zhong Xiao, Yuanzhan Wang, Chunning Ji, Finite element analysis of the stability of bucket founda tion breakwater, China Civil Engineering Journal,2009,42(7):119-125.
Port & Waterway Engineering.2012(3):20-23.

Reliability-Based Assessment of Flexural Strength of High-Speed Rail PC Box Beam in Marine Environment Zhao-Hui Lu1, a, Hai Li1, b, Yan-Gang Zhao1,2,c 1School of Civil Engineering, Central South University, 22 Shaoshannan Road, Changsha 410075, China 2Department of Architecture and Building Engineering, Kanagawa University, 3-27-1 Rokkakubashi, Kanagawa-ku, Yokohama 221-8686, Japan aluzhaohui@csu.edu.cn, blihai307@163.com, czhao@kanagawa-u.ac.jp Keywords: High-speed rail PC box beam; Corrosion; Flexural strength; Reliability.
Williams: Proceedings of the Institution of Civil Engineers, Part 1 Design and Construction, Vol.84(1988), p.635 [9] G.
Bazant: Journal of Structural Engineering, ASCE Vol.105(1977), p.1155 [11] C.M.
Val: Journal of Structural Engineering, ASCE Vol. 133(2007), p.1297 [19] D.V.
Nowak: Journal of Structural Engineering, ASCE Vol.117(19915), p.1413

Preface The annual International Conference "Actual problems of engineering mechanics" is held for the seven time.
The conference is organized by the Odessa State Academy of Civil Engineering and Architecture (Ukraine, Odessa).

Quality Control Measures of EPS External Thermal Insulation Board Jie Zhang 1, Yun Xue2 The school of architecture & civil engineering, Inner Mongolia University of science and technology, Baotou, Inner Mongolia, 014010, China 1zhangjieav@163.com,2 xueyun062_cn@163.com Keywords: EPS insulation system; Material properties; Construction technology; Engineering quality Abstract.
In engineering applications, it is extremely important to improve the thermal insulation engineering quality to familiar with the structure principle, strengthen strict re-inspection of the material properties , standardized operation and fine construction, but also conducive to ensure its energy-saving effect and durability.
In engineering applications, it should be strengthen the implementation of the quality control measures of EPS insulation system.
Strengthen the materials performance re-inspection of the insulation system The component materials properties and structure mode of the insulation system directly influence the energy-saving effect and durability of the external insulation engineering.
But, some of the construction workers are not aware of the construction technical requirements or the significance, it appeared stitching seams in the four corners of the door and window, and does not accord with the requirements of "the order of the exterior wall insulation engineering ", it buried the quality hidden trouble.