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Journal of Wind Engineering and Industrial Aerodynamics 92, 9-22
Journal of Wind Engineering and Industrial Aerodynamics, 94(2), 51-76
Journal of Wind Engineering and Industrial Aerodynamics, 94(1), 21-39
Journal of Wind Engineering and Industrial Aerodynamics 95, 329-353
Journal of Wind Engineering and Industrial Aerodynamics, 111, 104-116

Study on the Effects of Air Temperature Distribution by Flow State inside Cold Region Tunnel Jiaxiang Liu1, a, Xuefu Zhang2, b, Guohui Li1, c, Xiaocheng Ma1 and Guoying Fu1 1China Petroleum Pipeline Engineering Corporation, Langfang, Hebei, 065000, China 2College of Architecture and Civil Engineering, Chongqing JiaoTong University, Chongqing, 400074, China aliujiaxiang1986@163.com, bzhangxuefu400074@126.com, cliguohui@cnpc.com.cn Keywords: Tunnels in Cold Regions, Convection Heat Transfer, Coupled Analysis, Air Flow State, Air Temperature Field.
Number simulation analysis Engineering survey.
Chinese Journal of Geotechnical Engineering Vol. 12 (2005), p. 1414.
[5] Xianjun Zhang: Chinese Journal of Rock Mechanics and Engineering Vol. 6 (2005), p. 1086.
[12] Ziwang Wu: Tunnel Engineering in Cold Regions.

Influence Imperfections on the Difference Between the Numerical and Experimental Investigations of a Punching in the Central Slab-Column Connections of RC Structures WIECZOREK Barbara 1,a* 1Department of Theory of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland abarbara.wieczorek@polsl.pl Keywords: reinforced concrete structure, punching, slab-column connections, two-way slabs structural integrity reinforcement, experimental research, numerical modelling Abstract.
On the basis of numerous tests simplified engineering methods have been developed which were mentioned in many papers and constituted the basis for formulating calculation procedures.
Wieczorek, Influence of the location of the column on the load capacity of a slab-column connection for the inner column after punching, Procedia Engineering, Vol. 57, 2013
Wieczorek, Investigations concerning the corner part of the reinforced concrete structure in the emergency of removing the corner support, Procedia Engineering, Vol. 65, 2013
Mikolasek, Numerical modelling and bearing capacity of reinforced concrete beams, Key Engineering Materials, Vol. 577-578, 2014

Acknowledgement The authors would like to thank for all necessary resources of the research provided by the Production Engineering Department, Faculty of Engineering, King Mongkut’s University of Technology North Bangkok (KMUTNB), Thailand.
Tande, Effect of rice husk ash on properties of concrete, Journal of Civil Engineering and Environmental Technology. 1 (2014) 26-29
Jiemsirilers, Effect of Temperature in Unglazed Ceramic Tile Production by replacement of Feldspar with Glass Cullet and Spent Silica-Alumina, Thai Environmental Engineering Journal. 32 (2018) 1-8
Ibhadode, Recycling Of Waste Glass As Aggregate For Clay Used In Ceramic Tile Production, American Journal of Engineering Research (AJER). 7 (2018) 272-278
Ahmad, Influence of rice husk ash on the engineering properties of fired-clay brick, Adv.

The Highway beneath railway Construction site Safety Accident Analysis Based on the FTA Yang LI1, a *, Hui-min LI2, b and Wen-jing DONG2, c 1 College of Materials and Mineral , Xi’an University Of Architecture and Technology, xi’an 710055, China 2 School of Civil Engineering, Xi’an University Of Architecture and Technology, xi’an 710055, China a175228819@ qq.com, bhmli123@126.com , c2585490800@qq.com Keywords: Highway; underpass project; FTA; Safety Measures Abstract.
Compared with other engineering, road crossing engineering has strong concealment, complex processes, more dynamic influence factors and risks and other significant characteristics[7].At the same time, the road crossing engineering has strict requirements both on the geological conditions of the local and the safety of the building.
The engineering situation is complicated and changeable, more dangerous source.
Complicated geological will increase the difficulty of the engineering survey and design phase, emergency situation that may arise in the process of construction.②Bad weather.
(4)Management factors Compared with the other factors, management factors that influence on the engineering safety is not so direct, but it is the root cause of the safety accident.

It is the most destructive earthquake in the past 50 years of China, which made a large number of casualties and a very huge loss in civil engineering and the economy [1].
References [1] Li Xiaojun, Zhou Zhenghua, Yu Haiyin et al: Earthquake Engineering and Engineering Vibration Vol. 7 (2008) No. 2, p. 235-246
[4] Zhang Mingzheng: Journal of Earthquake Engineering and Engineering Vibration，Vol. 28 (2008) No. 3, p. 1-6.
(in Chinese) [5] ZHOU Yun，ZOU Zheng-min，ZHANG Chao, Wu Cong-xiao: Journal of Disaster Prevention and Mitigation Engineering, Vol. 29 (2009) No. 1, p. 109-113.
Todorovska: Soil Dynamics and Earthquake Engineering Vol. 19 (2000), p. 391-411

Experimental Study of Silty Clay's Deformation Fields Based on the Principles of Oedometer Tests Wenbai Liu1, a, Liang Cao2,b, Xiaozhao Li2,c, Yexun Li3,d , Peng Wang2,e 1 College of Ocean Environment & Engineering, Shanghai Maritime University, Shanghai 201036, China 2 NJU-ECE Institute for Underground Space and Geo-Environment, School of Earth Sciences and Engineering, Nanjing University, Nanjing 210093, China 3 Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China aliuwb8848@163.com, bbingshimoya@126.com, clixz@nju.edu.cn, dliyexun1@yahoo.com.cn, efeiyu618@126.com Key words: silty clay; oedometer tests; deformation fields; digital image analysis Abstract.
References [1] Xu WJ, Yue ZQ, Hu RL: Journal of Engineering Geology, Vol.3 (2007), p.289-p.312 (in Chinese)
[2] Roscoe, K.H, Arthur J.ILF, James R.G: Civil Engineering & Public Works Review, Vol.58 (1963), p.873–p.876 [3] Yamaguchi, J: Journal of Physics E, Vol.14 (1981), p.637-p.670 [4] KONG XB, HE WZ, SHE YX: Mechanics in Engineering, Vol.2 (2000), p.41- p.44 (in Chinese)
[6] Li YH , Jing HW, Zeng QY: Chinese Journal of Rock Mechanics and Engineering, Vol.25 (2006), p.3859-p.3866 (in Chinese)
Whitmore: Soil and Tillage Research, Vol.89 (2006), p.45-p.57 [13] LIU WB, Li YX, Cao L: Chinese Journal of Geotechnical Engineering, (2011), Accepted and to be published (in Chinese).

Earthquake engineering and engineering vibration, Vol.22(2002) p.56-60 [5] Z.B.
Engineering Mechanics, Vol.23 (2006) p.6-10 [6] X.N.
Engineering Mechanics, Vol. 26(2009) p.73-78 [11] H.H.
Engineering Structures, Vol.33(2011) p.731-737 [15] X.
China Civil Engineering Journal, Vol.38(2005) p.21-30 [19] W.L.

Guiyang Engineering Co, Ltd, Hydrochina, Guiyang, 55081, China. 2.
School of Civil Engineering, Wuhan University, Wuhan, 430072, China.
Most studies focus on the causes of concrete cracks from the macro-scale perspective, e.g., engineering design, material properties, construction techniques.
Engineering Application, 2010,09:11-13.
Engineering Mechanics, 2008, 25(S2):20~33.

Saiful Amin1,e 1BUET-Japan Institute of Disaster Prevention and Urban Safety, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh 2Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka, Bangladesh ashamonteeaziz@jidpus.buet.ac.bd, bjoyarani@jidpus.buet.ac.bd, clamiyahoque@jidpus.buet.ac.bd, darifuzzamannayeem.ce14.buet@gmail.com, esamin@ce.buet.ac.bd Keywords: Railway embankment, Settlement, Factor of safety Abstract: This study employs 2D finite element modeling using Plaxis to investigate the behavior of the railway embankment constructed on the active Ganges-Bramhaputra floodplain.
This study attempts to investigate the related engineering aspects.
Chapter 1: Roadway and Ballast, Manual for Railway Engineering, USA
International Journal of Pavement Engineering, 15(9), pp. 867-878
Geotechnical and Geological Engineering, pp.1-20.