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J Structural Engineering, 126 (2000) 1395-403
Schaedle, Ductility aspects of reinforced and non-reinforced timber joints, Engineering Structures, 33 (2011) 3018-3026
Engineering Structures, 33 (2011) 2259-2270
Lam, Performance of rounded dovetail joints under different loading conditions, Canadian J of Civil Engineering, 34 (2007) 1600-1605
Vallée, Strength prediction for rounded dovetail joints considering size effects, ASCE J of Engineering Mechanics, 136 (2010) 358-366

Behr, Architectural Glass to Resist Seismic and Extreme Climatic Events: A volume in Woodhead Publishing Series in Civil and Structural Engineering, Woodhead Publishing, 2009
Forensic Engineering 2012: Gateway to a Safer Tomorrow. (2012) 1–10
Maiboroda, Selection of Material and Thickness of the Protective Wall in the Conditions of a Hydrogen Explosion of Various Power, Key Engineering Materials. 952 (2023) 121–129
In Key Engineering Materials. 1004 (2024) 73–83
In  Materials Science and Engineering.

Numerical Investigation on Improving Shear Strength of RC Beams with Various Web Opening Shapes Using Pre-Stressed Fe-SMA Bars Ahmed Khalil1,2,a*, Mohamed Elkafrawy1,2,3,b, Rami Hawileh1,2,c and Mohammad AlHamaydeh1,2,d 1Materials Science and Engineering Program, College of Arts and Sciences, American University of Sharjah, P.O.
Box 26666, Sharjah, United Arab Emirates 2Department of Civil Engineering, American University of Sharjah, P.O.
Box 26666, Sharjah, United Arab Emirates 3Structural Engineering Department, Faculty of Engineering, Tanta University, P.O.
[13] Ahmed Khalil, Rami Hawileh, and Mousa Attom, “Investigating the Durability of Bent and Straight Glass Fiber Reinforced Polymer (GFRP) Rebars: Pilot Study,” in In 9th International Conference on Civil, Structural and Transportation Engineering, ICCSTE 2024. , 2024
Li, “Effect of aggregate sizes on dilation properties and stress− strain behavior of FRP-confined recycled aggregate concrete,” Journal of Building Engineering, vol. 89, p. 109245, 2024

Characterization of Fly Ash on Geopolymer Paste Ratni Nurwidayati1,2,3,a, Muhammad Bahrul Ulum2,b, Januarti Jaya Ekaputri2,3,c, Triwulan2,3,d Priyo Suprobo2,e 1Civil Engineering Department, Faculty of Engineering, Universitas Lambung Mangkurat, Banjarmasin, Indonesia 2Engineering Department, Faculty of Civil Engineering and Planning, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia 3Konsorsium Riset Geopolimer Indonesia, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia aratni601@yahoo.co.id, bmuhammadbahru@gmail.com, cjanuarti_je@yahoo.com, dtriwulan_marwan@yahoo.com, epriyo@ce.its.ac.id Keywords: fly ash, soluble, geopolymer, specific surface area, fineness Abstract.
Junaedi, "Physico-Chemical Characterization of Fly Ash," in The 2013 World Congress on Advances in Structural Engineering and Mechanics (ASEM13), Jeju, Korea, 2013
Cao, "High-Strength Geopolymer Using Fine High-Calcium Fly Ash," Journal of Materials in Civil Engineering, vol. 23, no. 3, pp. 264-270, 1 March 2011
Lopez-Hombrados, "Engineering Properties of Alkali-Activated Fly Ash Concrete," ACI Materiasl Journal, vol. 103, no. 2, pp. 106-112, March-April 2006

Analysis on the Characteristics of Displacement Field Distribution Around the Deep Buried and Great Complex Section Tunnel Shengxiang Lei1,a, Bo Gao1,b and Qinghua Xiao1,c 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China aleishx13g@163.com, bprgaobo@vip.sina.com, cxqh_bp@163.com Keywords: hydraulic tunnel; displacement field; super large section; deeply buried; distribution characteristics.
Especially in such a complex condition, deformation of surrounding rock will have a tremendous impact on engineering security.
Figure 1  Construction orders of TBM assembly cavern Displacement vector distribution of chamber excavation According to underground engineering theory[4-5], the displacement of surrounding rock possess a general trend of moving toward the free surface after the excavation of underground chamber.
Space-time evolution characteristics of displacement field According to underground engineering methods[6-7],In order to analyzing the space-time characteristic of the displacement around cavern and the influence law that how excavation process affect the surrounding rock of underground chamber during the excavation,6 displacement monitoring points are arranged around the middle section along the tunnel axis, which act as the typical section of displacement distribution.
Journal of Coal Science and Engineering. 2006,12(2):11-15

Risk Assessment on Ground Fissure Disasters of Xi’an Metro Line 3 Zhenwei Jiang 1,a, Qiyao Wang 2,b 1College of Geology Engineering and Geomatics, Chang’an University, Xi’an, China 710054 2College of Civil Engineering, Chang’an University, Xi’an,China 710061 adcdgx29@yahoo.cn, bqiyaowang@tom.com Keywords: Xi’an Metro; Ground fissure; Risk analysis; Expected loss Abstract.
(1) Tunnel emergent repair cost Repair of underground engineering is relatively difficult with large expenses.
Therefore, appropriate engineering measures can be taken for the tunnel of ground fissure section according to the actual situation.
[4] Chongxun Mo, Fanggui Liu: Journal of Hydraulic Engineering, Vol. 41, issue 3(2010), p. 319-324, in Chinese
[8] Qiangbing Huang, Jianbing Peng, Yuming Men: Chinese Journal of Rock Mechanics and Engineering, Vol. 27, issue 11(2008), p. 2324-2331, in Chinese.

So thatconcrete curved box girder bridges were widely used in bridge engineering.
The results show that the shear lag effect is more obvious in wide and flat the curved boxgirder. 1Calculation of Shear Lag Effect In order to study the shear lag effect of box girder quantitatively, the concept of shear lag coefficient [7] was introduced in the engineering project: (1) In the Eq. 1,means the true stress of the cross-section,means the stress calculated by elementary beam theory, and in order to calculate conveniently, taken the average value of the stress on the cross-section.
China Civil Engineering Journal, Vol. 40, (2007), p.8-12
[2] Jaturong Sa-nguanmanasak,TaweepChaisomphob and Eiki Yamaguchi.Stress concentration due to shear lag in continuous box girders.Engineering Structures.(2007), p.1414-1421 [3] Chartree.
Engineering Mechanics, Vol.20(2003),p.161-165 [6] Yamaguchi E,Chaisomphob T,Sa-nguanmanasakJ,etal.Stress concentration and deflection of simply supported box girder including shear lag effect.Structural Engineering and Mechanics, Vol.28 (2008), p. 207-220 [7] Niu Bin, Yang Mengjiao and Ma Lin.

Based on Maturity of Concrete Chloride Ion Diffusion Model and Life Prediction WU Fu-fei1,a,SHI Ke-bin1,b,DONG Shuang-kuai2,c,WANG Guo-wei1,d 1College of Civil and Hydraulic Engineering, Xinjiang Agricultural University, Urumqi 830052,china 2College of Chemical Engineering, Xin jiang Agricultural University,Urumqi 830052,china a392429521@qq.com, bxndsg@sina.com(corresponding author), c849099914@qq.com,d493412208@qq.com Key words: concrete; maturity; diffusion equation; the prediction of life Abstract.
In practical engineering, following service time of concrete increases, the chloride ion concentration is increasing; reinforced concrete protective layer thickness d with service time of concrete increases, the steel will begin to rust. when the value reaches a certain moment, which makes concrete reinforcement corrosion reach the critical concentration ccrit, when x=d and c(d,t)=ccrit, substituting formula(9), getting time t of reinforcement corrosion started to occur after finishing that is： （10） Examples of life prediction Concrete.
Acknowledgements It is a project supported by the key discipline foundation of Xinjiang water resources and hydropower engineering of China (XJzdxk-2010-02-12) and the specialized research fund for doctoral of college (20106504110005).
References [1] YAN Yong-dong,JIN Wei-liang,WANG Hai-long.Chloride ingression in cracked concrete under saturated state.Journal of zhejiang University(Engineering Science),12(2011)2127-2133
Elements under Multiple Factors.Journal of Architectural & Environmental Engineering,2(2011)12-16

Study on Energy Dissipation Mechanism and Collapse-resistant Performance of RC Frame-shear-wall Structure under Strong Earthquake Miao Zhiwei a, Qiu Zhaoyun b and Ming Yang c School of Civil Engineering, Key Laboratory of Concrete and Prestressed Concrete Structures of China Education Ministry, Southeast University, SiPaiLou 2, Nanjing 210096, China azhiweiseu@sina.com, bantiquake2012@gmail.com, cmingyang322@vip.qq.com Keywords: RC frame-shear-wall structure; energy dissipation mechanism; collapse-resistant performance; nonlinear time-history analysis.
Earthquake engineering and engineering vibration, Vol. 10(3) (2011), p. 369-377
Journal of the Engineering Mechanics Division, Vol. 85(4) (1959), p.109-129
Engineering Mechanics，Vol. 23(z2) (2006), p. 131~140.
Engineering Mechanics，Vol.27(2)(2010), p.130~141.

Production of High-Performance Composite Concrete Segment and Experimental Investigation of Materials Yingli Gao 1, a, Baoguo Ma 2,b 1 School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, Hunan, China 2 Key Laboratory for Silicate Materials Science and Engineering of Ministry of Eduction, Wuhan University of Technology, Wuhan, Hubei, China ayingligao@126.com, bmbgjob@163.com Keywords: composite concrete; segment; property; experimental investigation; impermeability Abstract.
In this work, high-performance composite concrete segment (HCCS) was prepared for the Wuhan Yangtze River Tunnel Engineering in China, which giving a non-uniform structure in the concrete segment with continuously graded properties of higher impermeability of segment concrete cover, higher strength of concrete structure layer and higher fire-resistant of inside lining concrete.
Moreover, the better compatibility between concrete cover and concrete structure layer in the volume deformation was shown and the maximum differential value was less than 50×10-6, which can be accepted in practical engineering.
That demonstrates that the necessary interface processing can improve the bond property of HCCS interface zone effectively, and should be large-scale applied in the practical engineering at present and future.
Journal of Civil, Architectural & Environmental Engineering.