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Ranganath 3,c 1Dept. of Civil Engineering, Amrita School of Engineering-Bengaluru, Amrita Vishwa Vidyapeetham, Amrita University, India. 2 Dept. of Civil Engineering, B.I.
T., Bengaluru, India. 3Dept. of Civil Engineering, BMSCE, Bengaluru, India.
Panias, Utilization of Metallurgical solid by-products for the development of Inorganic Polymeric Construction Materials, National Technical University of Athens, School of Mining and Metallurgical Engineering, Laboratory of Metallurgy, Athens, Greece, 2010

Iron and Manganese Removal from Groundwater using High Quality Limestone Nor Azliza Akbar1,2,a, Hamidi Abdul Aziz3,4, b* and Mohd Nordin Adlan5,c 1,3,5 School of Civil Engineering, University Sains Malaysia,14300 Nibong Tebal, Penang, Malaysia 2 Faculty of Civil Engineering, UiTM Pulau Pinang, 13500 Permatang Pauh, Pulau Pinang 4 Solid Waste Management Cluster, Engineering Campus, Universiti Sains Malaysia anorazliza.akbar@yahoo.com, bcehamidi@usm.my, ccenordin@usm.my Keywords: limestone, groundwater, adsorption, Langmuir, Freundlich Abstract.
The borehole is located at the School of Civil Engineering, USM Engineering Campus (5° 08’ 50.5”N, 100° 29’ 34.7”E).

Physical Properties of Cement Mortar Containing Waste Ash Sumrerng Rukzon1, a *, Prinya Chindaprasirt2,b 1Department of Civil Engineering, Faculty of Engineering, Rajamangala University of Technology Phra Nakhon, Bangkok 10800, Thailand. 2Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002 Thailand arerng197@rmutp.ac.th, bprinya@kku.ac.th Keywords: Cement mortar; Fly ash, Rice husk ash; Porosity; Strength; Waste ash Abstract: This research studies the potential for using waste ash from industrial and agricultural by-products as a pozzolanic material.

Effects of Mining Excavation on Surface Structures Chao Sun1,2, a, Qing Wang1,b 1College of Construction Engineering, Jilin University, Changchun,Jilin,130026,China 2 Jilin Institute of Architecture and Civil Engineering, Changchun,Jilin,130118,China a sunchaobox@163.com, b wangqing@jlu.edu.cn Keywords: Mining excavation, Ground stability, Deformation mechanism.
Finite Element Model of the Engineering The problem of the influence of mined out area on the plant ground surface simplified into plane strain question.
Acknowledgement It is a project supported by the fund for young scientists(J20091031) and foud for Doctor (861030) of Jilin Institute of Architecture and Civil Engineering in China.

Dyskin2, b and Elena Pasternak1, c 1School of Mechanical and Chemical Engineering, The University of Western Australia, Australia 2School of Civil and Resource Engineering, The University of Western Australia, Australia ajuliso22@gmail.com, barcady@civil.uwa.edu.au, celena@mech.uwa.edu.au Keywords: cycling loading, stick-slip motion, eigen frequency of stick-slip motion, oscillations of normal force.
The stick-slip is undesirable effect in the engineering systems as it can lead to fatigue.
In engineering systems such oscillations can come from system vibrations or can be imposed artificially, as in the methods of controlling sliding and cutting by imposed vibrations.

Vibration Analysis of Reissner-Mindlin Plates Using Quadrilateral Heterosis Element Zhongliang Rua, Hongbo Zhaob, Chuanrui Zhuc College of Civil Engineering, Henan Polytechnic University, Henan Jiaozuo, 454000, China aruzhongliang@hotmail.com, bhbzhao@hpu.edu.cn, czhucr@163.com Keywords: Vibration; Reissner-Mindlin; Finite Element Method; Heterosis Element Abstract.
Introduction Plate structures are widely encountered in many engineering applications and are commonly used in the civil engineering, aerospace, aeronautical and automobile industries.
International Journal for Numerical Methods in Engineering.

The life prediction of transmission tower based on multi-scale analysis Chuncheng Liu1,Zhaowen He1, a,Yujiang Pan2,Wenqiang Li1,Shangyu Hou1 1School of Civil Engineering and Architecture, Northeast Dianli University, Jilin 132012, China 2State Grid Sichuan electric power company nanchong Power supply company, nanchong, sichuan, 637000,China ahezhaowen1989@163.com Keywords: multi-scale; transmission tower; life prediction; wind load Abstract.
Introduction As an important part of the transmission line, transmission towers are important lifeline power engineering facilities.
Therefore, the remaining life prediction under fluctuating wind has an important engineering significance for improving the security level of the transmission line towers during the service period.[3][4] In this paper the multi-scale model is selected to simulate the transmission tower in different force conditions .The rain flow counting method is chosen in the statistical analysis of cycle stress amplitude distribution, and the Miner fatigue cumulative damage theory and linear S-N curve are applied to the analysis and prediction of materials remaining useful life of the transmission tower.
[3] LI Hongnan ,Bai Haifeng.High-voltage transmission tower-line system status and development trend of disaster research [J].China Civil Engineering Journal , 2007,40(2) [4] QU Wei-lian , WANG Jin-wen , TAN Ya-wei , WANG Zhen.

Test and research on Ratchet Effect of 16 Mn Steel under Cyclic Loading Guanghong Xiao1, a,Yangkai Xiang2, b ,Qiuling Zhang3, c 1 Institute of Civil Engineering, Chongqing Jiaotong University,Chongqing,400074 2 Institute of Civil Engineering, Chongqing Jiaotong University,Chongqing,400074 3 Institute of River and Ocean, Chongqing Jiaotong University,Chongqing,400074, a cqjdxgh@163.com,bxiangyangkai@cuc.edu.cn,ccqzql@163.com Keywords: cyclic loading, ratcheting, loading history Abstract: The uniaxial and multiaxial non-proportional cyclic experiments of 16Mn steel under stress-control were carried out using MTS809 Series machine and Teststar control system .The influence of stress amplitude, mean stress and their loading history on uniaxial and multiaxial ratcheting is studied.
Therefore, it is necessary to research the properties of 16 Mn steel under cyclic loading controlled by stress in proportional and non-proportional paths because 16 Mn is to popular metal material in bridge engineering.
Journal of Engineering Materials and Technology Vol. 122 (2000), p. 35 [2] O.U.Colak and E.Krempl Modeling of uniaxial and biaxial ratcheting behavior of 1026 Varbon Steel using the Simplified Viscoplasticity Theory Based on Overstress(VBO) Acta Mechanica,Vol.160(2003),p.45

Pure Shear Capacity Analysis on Square Tube Filled with Steel Reinforced Concrete Yangwei Ou 1, a, Tongfeng Zhao 2,b,Xiaodong Zhen 3,c 1 Department of Road and bridge, Liaoning Provincial college of communications, China 2 School of Civil and Hydraulic Engineering, Dalian University of technology, China 3 Department of Basic Courses, Shenyang Artillery academy, China Oyw8721@163.com a, bztfgty@sohu.com, c52dp@live.cn Keywords: Concrete Filled Steel Tube; Shear Capacity; Finite Element; Computation Formula Abstract.
Experimental study on the strength and ductility of steel tubular columns filled with steel reinforced concrete.Engineering Structures, 2004,26(7):907915
Composite action in concrete filled tubes .Journal of Structural Engineering, 1999, 125(5):234-484.
Civil engineering，2007，40(5):1-9.

MSG-3 is the guiding concept of the current national civil aviation industry.
Aviation repair engineering [M].
Journal of Mechanical Engineering.2012.2:163-168
China Mechanical Engineering.2007.5:1096-1099
Reliability and Maintainability Engineering[M].Waveland Press,Inc:20-25