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Constructability and Performance of Prospective Materials for Repair of Airfield Damaged Concrete Ming-Ju Lee1, a, Ming-Gin Lee2,b, Yi-Shuo Huang3,c, Mang Tia 4d 1 Jen-Teh Junior College of Medicine, Nursing and Management, Houlong, Miaoli, Taiwan, R.O.C. 2,3 Department of Construction Engineering, Chaoyang University of Technology, Taichung County, 41349, Taiwan, R.O.C. 4 Department of Civil and Coastal Engineering, University of Florida, Gainesville, FL 32611, U.S.A.
Dobson: Extension Study of Field and Laboratory Study of Modulus of Rupture and Permeability of Structural Concrete in Florida for Development of a concrete Performance Specification, Technical Report, Department of Civil Eng., University of Florida, Gainesville, Florida (1991)
Tia: Investigation on the Constructability and Performance of Prospective Materials for Repair of Airfield Damaged Concrete, Proceeding of the Sixth East Asia-Pacific Conference on Structural Engineering & Construction, Taipei, Taiwan (1998), p.1047-1052.

Applications of Fiber Bragg Grating in Strain Measurement of Concrete Bridge Xianxi Tang 1,a, Xianzhou Tang 2,b, Yue Xu 3,c, Wei Guo 4,d 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China 2Maintenance Sub-center of Beijing-Shanghai High Speed Railway, Jinan Railway Bureau, 250001, China 3School of Highway, Chang’an University, Xi’an, 710064, China 4Shandong Electric Power Engineering Consulting Institute Co.
Studies have been done on optical fiber sensors by experts in domestic and foreign[2,3].But since the fiber optic sensors were applied to the concrete structure detection for the first time in 1989 [4], as for their high price, short research time and other reasons, the application of them in civil engineering structures was still relatively small.

Numerical Analysis of the Influence of Bolt Pretension on Flexible Flange Joint Rigidity in Substation Steel Structures Song Junshan1,a, Liu Haitao1,b, Du Chunhao1,c, Hong Dongpo1,d, Zhang Tao2,e 1Henan Electric Power Survey and Design Institute, Zhengzhou 450007,China 2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China asjshan123@126.com, bliuht_ok@163.com, cdch_200901 @126.com, dhonglin81@sohu.com, echeungt@163.com Keywords: pretension; flexible flange joint; rigidity; numerical analysis.
The same time, by comparing the stiffness of the finite element method with the experimental results, the applicability of the results of joint stiffness was analysed, so that the follow-up finite element analysis more in line with the actual engineering.
ANSYS Civil engineering applications (the third edition)[M]. beijing: Water conservancy and hydropower press, 2011 [2] Code for design of steel structures (GB50017-2003) Bei Jing: Chinese Plan Publishing House, 2003

Researches on Environmental Value of Existing Buildings' Adaptive Reuse Lei Zhang 1, 2, a, Huimin Li 2 1School of Civil Engineering, Xi′an University of Architecture and Technology, Xi’an China 2 School of Architecture and Civil engineering, Xi′an University of Science and Technology, Xi’an China alei_zhang88@yahoo.com.cn Keywords: Existing Buildings; Reuse; Embodied Environment Effect Factor.
Chinese Journal of Environmental Engineering , Vo1.6,No.2:21-29

Probabilistic Assessment of CO2 due to Concrete Repairs for Crack-free Condition of Marine Concrete Structures Aruz Petcherdchoo1, a * 1Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand.
Introduction Recently, sustainable structures are widely mentioned, because old-fashioned activities in civil engineering works were found to be one of the largest material consumers leading to large environmental impacts, in particular, greenhouse effect gases, e.g., carbon dioxide (CO2).

Synergy effect of PEG and LiCl as additives on PVDF UF membrane performance Liqing Zhang1, a, Gang Zhang2,b 1 School of Civil Engineering and Architecture, University of Jinan,106 Jiwei Road,  Jinan, P.R. 
China 2School of Civil Engineering and Architecture, University of Jinan,106 Jiwei Road,  Jinan, P.R. 
Ismail: Chemical Engineering Journal Vol. 165 (2010), p. 980 [9] G.

Effects of Groundwater Withdrawal on the Interaction of Ex-mining Pond, River, and Aquifer 1, a Raksmey May, 2Ismail Yusoff and 1Wardah Tahir 1Faculty of Civil Engineering, Universiti Teknologi MARA, 40450, Shah Alam, Selangor, Malaysia 2Department of Geology, Faculty of Science Building, University of Malaya, 50603 Kuala Lumpur, Malaysia amay_raksmey@salam.uitm.edu.my Keywords: groundwater and surface water interaction, pond-aquifer interaction, groundwater modeling, Visual MODFLOW, artificial recharge pond, ex-mining site Abstract.
Last but not least, the environmental laboratory assistants at the Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), are also thanked for their valuable assistance.
Bouwer, Artificial recharge of groundwater: hydrogeology and engineering, Hydrogeology Journal 10:121-142, DOI: 10.1007/s10040-001-0182-4 (2002) [4] Organization of American States (OAS), Artificial recharge of aquifers. http://www.oas.org/dsd/publications/Unit/oea59e/ch18.htm.

Fracture Process in a Fine - Grained Cement - Based Composite Monitored with Nanoindentation and Acoustic Emission Jiří Němeček1,a *, Zbyněk Keršner2,b, Pavel Schmid2,c, Ivana Havlíková2,d, Hana Šimonová2,e, Libor Topolář2,f, Václav Veselý2,g and Pavel Rovnaník2,h 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, 166 29 Prague 6, Czech Republic 2Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic a,*jiri.nemecek@fsv.cvut.cz, bkersner.z@fce.vutbr.cz, cschmid.p@fce.vutbr.cz, dhavlikova.i@fce.vutbr.cz, esimonova.h@fce.vutbr.cz, ftopolar.l@fce.vutbr.cz, gvesely.v1@fce.vutbr.cz, hrovnanik.p@fce.vutbr.cz Keywords: Fracture process zone, cementitious composite, nanoindentation, acoustic emission Abstract.
Xu, Crack extension resistance based on the cohesive force in concrete, Engineering Fracture Mechanics 64 (1999) 563–587

Mechanical and physical properties of early carbonated high initial strength Portland cement pastes JUNIOR Alex Neves1,a, FILHO Romildo Dias Toledo2,b, DWECK Jo3,c and FAIRBAIRN Eduardo de Moraes Rego2,d 1Federal University of Mato Grosso – UFMT - Cuiabá, Brazil 2Civil Engineering Program – COPPE – Federal University of Rio de Janeiro, Brazil 3School Chemistry - Federal University of Rio de Janeiro, Brazil aalexnevesjr@hotmail.com btoledo@coc.ufrj.br cjodweck@yahoo.com.br deduardo@coc.ufrj.br Key Words: early carbonation curing, compressive strength, total absorption, elastic modulus, mercury intrusion porosity, thermogravimetry.
Montreal: Department of Civil Engineering, McGill University; 2006
Canada´: McGill University, Department of Civil Engineering; 2010

Biotsidnyy portlandtsement s uluchshennymi fiziko-mekhanicheskimi svoystvami, International Journal for Computational Civil and Structural Engineering. 8, 3 (2012) 81-92
Suhie stroitelnye smesi, modificirovannye biocidnoy dobavkoy, International Journal for Computational Civil and Structural Engineering. 3 (2012) 93-100
The use of advanced concrete on the basis of specific binding in the construction and engineering industries, International Concrete Production. 2 (2012) 26-32