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Electrochemical Test Research on Corrosion Resistance of Cable Wires with Different Protection Layers XIE Faxiang1, a, CHEN Lin1, JI Bohai1, HU Xingyu1,b 1 Xikang Road, Civil and Transportation College, Hohai University, China axiefaxiang@gmail.com, b838982825@qq.com Keywords: Cable wire; electrochemical test; corrosion resistance; free corrosion potential; linear polarization resistance; corrosion current density.
The durability of the stay cable has attracted considerable attention of bridge engineers and scholars.
China Municipal Engineering. 2003(6): 19-21.
Journal of Materials in Civil Engineering. 2004, 16(1): 1-7
Journal of Materials in Civil Engineering. 2000, 12(1): 33-38

Mechanical and Shrinkage Behaviors of Ductile Fiber-Reinforced Polymer Repair Mortar Han Guyue1,a and Luo Jianlin2,b* 1School of Civil Engineering, Liaoning Jianzhu Vocational College, Liaoyang, China 2School of Civil Engineering, Qingdao University of Technology, Qingdao, China ahgyhit2008@163.com, bluojl19qut@outlook.com Keywords: Repair mortar, Polymer latex, Ductile fiber, Mechanical strength, Bonding behavior, Shrinkage rate Abstract.
Introduction Concrete is one of the most widely used man-made materials, it not only is a large number of applications in civil construction and industrial buildings but also applications in infrastructures, such as bridges, chimneys, water towers, and harbor ports, etc.
Nowadays, polymer repair mortar (P-RM) has been widely used in repair and anti-corrosion engineering and other surface repair or protection of concrete structure [2 3].
Ductile polypropylene fibers: purchased from Shenyang Erli Special Engineering Materials Co.

Impact of Ageing and the Stability of Adhesion Additive on Moisture Susceptibility and Adhesion Tereza Valentova1,a, Jan Altman1,b, Jan Valentin1,c, Meor Othman Hamzah2 1Faculty of Civil Engineering, Czech Technical University in Prague 2School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, Penang atereza.valentova@fsv.cvut.cz, bjan.altman.1@fsv.cvut.cz, cjan.valentin@fsv.cvut.cz, 2cemeor@ayhoo.com Keywords: Adhesion, moisture susceptibility, surfactant, indirect tensile strength, asphalt ageing Abstract.
Faculty of Civil Engineering CTU Prague, 2012 (in Czech)

Nonlinear Analysis of Interaction of Superstructure-Pile-Raft-Soil System in Layered Soil Part II: Characteristics of Reaction Force on Pile Head and Displacement of Raft Jun Chen1,3,a Yonghong Chang 2,b Yinsheng Zou 3,c 1 Civil Engineering & Mechanics College of Xiangtan University, Xiangtan, Hunan, 411105, China 2 Liaoning Technical College of Construction, Liaoyang, 111000, Liaoning, China 3 College of Civil Engineering of Hunan University, Changsha, Hunan, 410082, China a chenjun0325@126.com, bxiaon2100@163.com, czouyinsheng@vip.163.com Keywords: pile-raft foundation, layered soil, displacement characteristics, interaction analysis Abstract.
Chinese Journal of Geotechnical Engineering, 1993,15(6): 59-70(In Chinese)
China Civil Engineering Journal, 1987,20(1)1-14 (In Chinese)

Influence of Longitudinal Reinforcement Ratio on Shear Strength of RC Slender Beam Under Different Loading Rates Halwan Alfisa Saifullah1,a*, Kenichiro Nakarai2,b, Nobuhiro Chijiwa3,c, Koichi Maekawa4,d and Stefanus Adi Kristiawan1,e 1Department of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia 2Department of Civil and Environmental Engineering, Hiroshima University, Hiroshima, Japan 3Department of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan 4Department of Urban Innovation, Yokohama National University, Yokohama, Japan ahalwan@ft.uns.ac.id, bnakarai@hiroshima-u.ac.jp, cchijiwa@cv.titech.ac.jp, dmaekawa-koichi-tn@ynu.ac.jp, es.a.kristiawan@ft.uns.ac.id Keywords: Reinforced concrete, Shear, Creep, Loading rate, Longitudinal reinforcement ratio Abstract.
Acknowledgements The authors express their appreciation to Dr Satoshi Tsuchiya of Coms Engineering Corporation and Dr Ngoc Linh Tran of TU Darmstadt for their precious advice in this study.

Experimental Studies of Infrared Characteristics in the Deformation and Fracture of Engineering Solid materials subjected to external loading Yongjun Zhang1,2,a, Nianjie Ma3,b 1School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China 2 State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221008, China 3 Faculty of Resources and Safety Engineering, China University of Mining and Technology, Beijing, 100083, China azhangyj_bull@163.com, bnjma5959@126.com Keywords: Infrared radiation, Deformation, Fracture, Thermo-mechanical coupling, numerical simulation, Infrared omen Abstract.
The prospective method will be applied in the fields of mining engineering, underground engineering and side slope engineering.
With the rapid development of IR imaging system during the past three decades, especially because of the nondestructive and non-contact properties, thermo diagnostics in industrial and engineering fields has been realized.
Relatively, the TIR application to rock, mining and earthquake engineering have been developed with the observations of light and electromagnetic emission related to rock deformation and fracture.
The TIR radiation detection technology would be a prospective new technology in rock and mining engineering.

The Failure Mechanism Analysis on a Reinforced Concrete Frame Structure in Beichuan County--the Heavy Disaster Areas of Wenchuan 8.0 Earthquake Peilei Yan 1, a , Baitao Sun 2,b Qiang Zhou1 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Institute of Engineering Mechanics, China Earthquake Administration，Harbin 150080，China a Yanpeilei325@sohu.com , bsunbt@iem.net.cn Key words: Wenchuan earthquake; Infilled frame structure; the analysis of non-linear seismic response; Time history analysis Abstract: On 12 May 2008, a magnitude 8.0 earthquake happened in Wenchuan, Sichuan province, China .It was the most serious earthquake in china since 1949, causing very huge casualties and engineering damages to the buildings.
In the earthquake, a reinforced concrete frame structure of Beichuan Hotel in Beichuan County collapsed completely because of the unsuitable arrangement of column network, and the engineering damage was characteristic.
In the paper, the properties of material nonlinearity were considered ,the nonlinear analysis model of reinforced concrete frame structure was established, the time history analysis and nonlinear static analysis were used during inelastic stage, the main cause of structural destruction was obtained, the influence of the arrangement of column network on the structure was discussed.Therefore ,the results can provide valuable reference for the seismic design of reinforced concrete frame structure. ⅠⅠⅠⅠIntroduction On 12 May 2008, a magnitude 8.0 earthquake happened in Wenchuan, China .It was the most serious earthquake in china since 1949, causing huge casualties and engineering damages.
At last, the calculation results will be compared with the engineering damage, the influence of the arrangement of column network on the seismic behavior of Infilled frame structure will be discussed. ⅡⅡⅡⅡDescription of the building and the engineering seismic damage It is the four-storey building with level roof.

Jeyashree, "Behaviour of punching shear in normal RC slab and waffle slab," Asian Journal of Civil Engineering, vol. 19, no. 1, pp. 27-33, 2018, doi: 10.1007/s42107-018-0003-x
Lau, "Shear design of wide beam ribbed slabs," The Journal of The Institution of Engineers, Malaysia, vol. 72, no. 3, 2011
Arman, "Analysis of two-way ribbed and waffle slabs with hidden beams," International journal of Civil and Structural Engineering, vol. 4, no. 3, pp. 342-352, 2014
Atiyah, "Optimum design of reinforced concrete waffle slabs," International journal of civil and structural engineering, vol. 1, no. 4, p. 862, 2011
Kadhim, "Effect of Pumice Stone and Sugar Molasses on the Behavior of Reinforced Concrete One-Way Ribbed Slabs," Civil Engineering Journal, vol. 8, no. 2, pp. 334-347, 2022

China 2School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan 316000, P.
China 3College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, P.
Journal of Hydraulic Engineering, 36(4), 2005. 413–419
Rock mechanics and Rock Engineering, 23(2), 1990. 91–112
Water Science and Engineering, 1(4), 2008. 36–46

The analysis of raw POME and electrocoagulation was done in the Environmental Laboratory, and further evaluation on brick’s performance was done in the Light & Heavy Structure Laboratory, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Selangor.
The test was conducted in Light & Heavy Structure Laboratory at the Faculty of Civil Engineering using the universal testing machine.
Acknowledgement The authors wish to express their sincere gratitude to the staff of the Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, for their assistance throughout the analysis of data.
Environment Protection Engineering, 45(1)
Introduction to Plastics Engineering. 2018