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The Effects of Ocean Salinity Variance due to Climate Change on Australian Seaport Infrastructure Andrew Hunting a, Sujeeva Setunge b and Daniel Kong c School of Civil, Environmental, and Chemical Engineering, RMIT University, Australia aAndrew.C.Hunting@gmail.com, bSujeeva.setunge@rmit.edu.au, c Daniel.Kong@rmit.edu.au Keywords: chloride ingress, salinity, climate change, concrete, hydrological cycle.
Once again, this gap in knowledge and inability to apply local environmental conditions to the engineering design, ultimately led to the failure of crucial industrial infrastructure.
Ahuja, Factors influencing the sulphate resistance of cement, concrete, and motar, Asian Journal of Civil Engineering (Building and Housing), 3 (2006) 259-268
Song, et al, Factors influencing chloride transport and chloride threshold level for the prediction of service life of concrete structures, International Journal of Structural Engineering, 2 (2010) 131-144

Estimated Fatigue life of Recovery Reclaimed Asphalt Pavement Binder Abdulhaq Hadi Abedali Al-Haddada* Dept. of Highway and Transportation, University of Mustansiriyah, Engineering College, Post Office 14022, Baghdad, Iraq a*abdulhaq1969@uomustansiriyah.edu.iq Keywords: Reclaimed asphalt pavement binder, fatigue criteria, VECD, dissipated energy, energy stiffness ratio.
Acknowledgments The author acknowledge thanking the Mustansiriyah University Engineering College, Highway and Transportation Dept. for supporting this research.
[10] Al-Haddad A H , Fatigue evaluation of Iraqi asphalt binders based on the dissipated energy and viscoelastic continuum damage (VECD) approaches Journal of Civil Engineering and Construction Technology, 6 (2015) 27-50
H., Fatigue Damage Analysis in Asphalt Concrete Mixtures Using the Dissipated Energy Approach, Canadian Journal of Civil Engineering, 33, (2006) 890-901

Analytical Approach for Modelling the Pull-Out Mechanism of Recycled Synthetic Fibres in Fibre-Reinforced Concrete (FRC) Andrea Sorzia1,a, Cesare Signorini2,b∗, Valentina Volpini3,c, and Pietro Di Maida1,3,d 1Department of Sciences and Methods for Engineering, University of Modena and Reggio Emilia.
Ramaswamy, Mechanical properties of steel fiber-reinforced concrete, Journal of materials in civil engineering 19 (5) (2007) 385-392
Nobili, Highly dissipative fiber-reinforced concrete for structural screeds, Journal of Materials in Civil Engineering under review
Sorzia, Analytical modelling of the pullout behavior of synthetic fibres treated with nano-silica, Procedia Engineering 109 (2015) 525-532

Amtered El-Abidi1,a* and F.E Mohamed Ghazalia1,b 1School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, 14300, Malaysia.
In general, Levels 3 and 4, which require skilled expert labor, cannot be applied because of poor civil infrastructure.
Journal of Architectural Engineering. 17 (2011) 122-124
,"Offsite production: a model for building down barriers", Engineering, Construction and Architectural Management, 2011, Vol. 18 Iss 1 pp. 82 – 101
Offsite production: a model for building down barriers", Engineering, Construction and Architectural Management. 18 (1) (2011) pp. 82 – 101

Study on the role of sediment dike in the port construction near silt coast Jun Kong*1, 2, a, Chen Cheng3, b, and Cheng-ji Shen4, c *Corresponding author, 1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, China 2Nanjing Hydraulic Research Institute, Nanjing, China 3College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing, China 4National Center for Groundwater Research and Training, School of Civil Engineering, The University of Queensland, Queensland, Australia akongjun999@126.com, btookysky@163.com, cc.shen@uq.edu.au Key words: sediment dike, harbor construction, sediment suspension Abstract: With the rapid development of social economy, silt coast exploitation becomes the main approach to make up the imbalance of harbor resources in China, although the inherent problem of sedimentation has not been fully addressed.
China Ocean Engineering, 2007, 2, 255-266
Journal of Hydraulic Engineering, 2000, 1, 49-59
Journal of Hydraulic Engineering, 1998, 124(7), 678-686
Journal of Hydraulic Engineering, ASCE, 1984, 110(10), 1613-1641

Experimental Study on Bond-slip Between Steel Bar and Recycled Aggregate Concrete Qingfeng Huang, Dafu Wang College of Civil Engineering, Huaqiao University, Quanzhou, Fujian 362021, China hqingfeng@hqu.edu.cn,hquwangdafu@163.com Key words: recycled concrete, recycled coarse aggregate replacement percentage, bond-slip, bond strength.
In order to enable recycled concrete structure to apply to practical engineering, it is necessary to research bond properties under dynamic load.
[4] Hyo-Gyoung Kwak, Sun-Pil Kim: Engineering Structures Vol.23(2001), P.298
(In Chinese) [7] Byung Hwan Oh, M.ASCE, Se Hoon Kim: Structural Engineering Vol.2(2007), P.216.

Analysis of the Action Blast-Induced Vibration Generates on Structure Zhixin Yan1,a, Hancheng Cai1,b, Ping Jiang1,a, Houyu Wang 2,c 1 School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000 China 2 Air Force Engineering Design & Research Bureau, Beijing 100077 China a yzx10@163.com, b cahch04@lzu.cn, c luckmanwang@sina.com Key words: blast-induced seismic vibration, construction structure, dynamic reaction, blast-induced seismic wave, blasting Abstract: Blast-induced seismic wave, which is an instantaneous, complicated wave, is different from natural seismic wave.
The Action Blast-induced Seism Generates on Structures In myriads of engineering blasting projects, the dosage per blasting is always small and millisecond blasting is the common choice.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (5) : 938～945 (in Chinese) [7]Yan Zhixin, Wu Delun, Wang Yi.

The Application of Seismic Conceptual Design in the Shear Wall Structure System Xiaoyan Huang1, a, Fei Zhao 1,b and Chaohe Chen 1,c,* 1 College of Civil Engineering and Architecture, Hainan University, Haikou, China a997867668@qq.com, bzfhw2006@163.com, cchaohe_c@hotmail.com Keywords: conceptual design, seismic design, basic principles, shear wall structure Abstract.
Two different structural layout schemes of this structure are compared using a finite element analysis program. 0 Introduction Significant progress has been made in earthquake engineering in the past few decades, but numerous uncertainties still exist, among these are the probable intensity and character of the maximum design earthquake, the damping characteristics of actual buildings, the effects of the soil-structure interaction, and the effects of inelastic deformations.
The so-called "conceptual design" refers to the use of correct understanding of the building structural system and engineering mechanics to properly deal with the various problems of structural design[1].
Engineering Mechanics (1996), 13(2): 61 ~ 68 [4] Technical specification for concrete structures of tall building (JGJ3-2002) [S]

The Design of Campus Geographic Information System Based on MapX5.0+VB6.0 Hai-feng Li Institute of Engineering Surveying Sichuan College of Architectural Technology, Deyang, PR.
References [1] XIE Gang-sheng, YU Hai-long, ZHOU Shi-lin, etc.The Design of Campus Geographic Information System(CGIS) Based on MapInfo[J].ENGINEERING OF SURVEYING AND MAPPING,2002,11(1):32-34
Geographic Information System Software Engineering Principles and Methods [M],Bei Jing: science press,2003,7
JOURNAL OF BEIJING INSTITUTE OF CIVIL ENGINEERING AND ARCHITECTURE,2001,17(4):41-44

Discussion on Management Mode of Construction Waste in China Weixing Shao1, a, Hongyan Jiang1,b, Ziyuan Zhang1,c, Hui Wu1,d 1School of Civil Engineering, Xi’an University of Architecture &Technology, Shanxi, Xi’an, 710055, China ashaoweixing99@163.com,bggjianghy@163.com,c378919404@qq.com,d123098327@qq.com Keywords: construction waste; sustainable development; recycling; reduction Abstract.
Suggestion about Resourcializing Comprehensive Utilize Construction Waste [J], Construction Engineering, 2010 (5).
On the Bases of Survey about Typical Engineering, Discussing the Development of Green Construction in China [J].Construction Technology, 2010 (9).
Problems the Environmental Pollution in the Construction and Prevention and Control Measures [J].Journal of Safety and Environmental Engineering, 2009 (9).