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Introduction of Noncontact Laser Measuring System to Measure Volume Displacement of Triaxia1 Specimens Zhu Qing-qing1, a ，Miao Qiang-qiang2,3,b 1 College of Chemical Engineering,Northwest Minority University,Lanzhou 730000,China 2 Chongqing Communications Research and Design Institute, Chongqing, 400067，China 3Department of Architecture & Civil Engineering Logistical Engineering University, Chongqing 401331，China a952977585@qq.com, bmiaoqiang2008@qq.com Keywords: laser； triaxial； noncontact； volume displacement Abstract.
Chinese Journal of Geotechnical Engineering ,2006, 28(2):147-169
Engineering properties of soil [M].
The first global forum on China geo-engineering, Tongji University，2003，60－70
Chinese Journal of Geotechnical Engineering, 2007, 29(10):1587-1590

Adding water mass is a weak coupling method, because of its simple form and less computation, it applied in engineering structures frequently[10].
The first phase of Jingdian engineering project completed 13 pumping stations and the installed capacity is 67,000 KW, the irrigated area is 30.6hm2.
The second phase of Jingdian engineering project completed 30 stations, the capacity is 192,700 KW, and the irrigated area is 52.05hm2.
The flow-induced characteristics are obtained of 1st pressure pipe for JinDian Engineering :On the working conditions: the 4th machine working, the inlet and the outlet are easy to excitation.
Water Resources and Hydropower Engineering, 2012,43 ( 3 ) :19- 22.

Materials Science and Engineering A. 2014;593: 31-37
Engineering Failure Analysis .2016;69 :15–28
Fatigue 2010: Procedia Engineering. 2010; 2:47–58
Series E: Journal of Basic Engineering. 1963;85: 528-534
Archives Of Civil And Mechanical Engineering. 2009; IX:119-134

Research on the Failure Mechanism of Bedding High Rock Slope at an Open-pit Mine Zhang Fei1,2,a, Cao Jing1,b, Liu Haiming1,c 1Department of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, 650500, China; 2China Southwest Geotechnical Investigation & Design Institute CO., LTD, Chengdu, Sichuan, 610081, China; azhangjingwen126@126.com, bcjlb117@sina.com, c273527699@qq.com Corresponding author: Cao Jing (1966- ), Male, Hmong, Doctor, Professor, mainly engaged in researching of Environmental Geotechnical Engineering.
Chinese Journal of Rock Mechanics and Engineering, 2007,26(2)：239~246
HYDROGEOLOGY AND ENGINEERING GEOLOGY, 1997,24(6)：37~41
Journal of Engineering Geology, 1997,5(4):335~339
Chinese Journal of Geotechnical Engineering, 2010,32(8)

Hashim8,h 1Applied Science Department, University of Technology, 10066 Baghdad, Iraq 2University of Baghdad, College of Agricultural Engineering Science 3Al-Mustaqbal University Collage, Department of Medical Physics, Iraq 4IBN Khaldun Private University College, Baghdad, Iraq. 5Department of Civil Engineering, College of Engineering, Cihan University-Erbil, Kurdistan Region, Iraq 6Department of Petroleum and Gas Refinery Engineering, Al-Farabi University College, Baghdad, Iraq 7School of Engineering, Faculty of Engineering and Computer Technology, AIMST University 8Institute of Nano Electronic Engineering, University Malaysia Perlis, 01000 Kangar, Perlis, Malaysia aevan.t.salim@uotechnology.edu.iq & evan_tarq@yahoo.com, bfarah.g@coagri.uobaghdad.edu.iq, cforat_hamza@mustaqbal-college.edu.iq, dabdulqader.f.dawood@ik.edu.iq, edrwafaa1980@gmail.com, fomar.s.dahham@alfarabiuc.edu.iq, gnurafnan92@yahoo.com, huda@unimap.edu.my Keywords: Pulsed Laser Deposition; Optical properties
Nanoelectronics and Materials 9 (2016) 37-49 [20] Marwa A Dawood, Makram A Fakhri, Farah G Khalid, Omer S Hassan, Mustafa S Abdulla, Abdulrahman A Ahmed, Saad A Abduljabar, Some of Electrical and Detection properties of nano silver oxide, IOP Conference Series: Materials Science and Engineering 454(1) 2018 012161. doi:10.1088/1757-899X/454/1/012161
Ezema, Structural and Optical Properties of Chemical Bath Deposited Silver Oxide Thin Films: Role of Deposition Time, Advances in Materials Science and Engineering. 2013 (2013) 450820–828
[35] Hattab, F., Fakhry, M., Optical and structure properties for nano titanium oxide thin film prepared by PLD, 2012 First National Conference for Engineering Sciences (FNCES 2012).

Procedia Engineering, 2013. 54: p. 863-874
Advances in Materials Science and Engineering, 2014. 2014
Baltic Journal of Road & Bridge Engineering, 2014. 9(3)
Procedia Engineering, 2016. 145: p. 1557-1564
[14] REAM, Road Engineering Association of Malaysia, "Speciication of Semi-Rigid Wearing Course". 2007, Road Engineering Association of Malaysia (REAM)

Abhang2,d 1Department of Mechanical and Industrial Engineering, Faculty of Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia 2Department of Mechanical Engineering, Pravara Rural Engineering College, Loni, India amohd.iqbal@unsyiah.ac.id, bfirman.jambi93@gmail.com, 3m.tadjuddin@unsyiah.ac.id, dabhanglb@yahoo.co.in Keywords: Drilling Process, Kevlar Composite, HSS Tool Bits, Delamination Abstract.
FRP has been used in various industries, including automotive [1], ships [2, 3], airplanes and aerospace [4], as well as civil engineering and architectures.
International Journal of Applied Engineering Research (IJAER), 10(95) (2015) 16-20
Iqbal, Friction and wear of amorphous carbon coated stainless steel under palm methyl ester contained diesel oil, ARPN Journal of Engineering and Applied Sciences. 11(7) (2016)
Akram, Effect of cutting parameter on tool wear of HSS tool in drilling of Kevlar composite panel, IOP Conference Series: Materials Science and Engineering. 523 (2019) 012078.

AMD Application for Suppressing the Lateral and Torsion Buffeting Response of Suspension Pipeline Bridge Xi Chena, Fuyou Xub, Wenliang Qiuc, Zhe Zhangd School of Civil Engineering, Dalian University of Technology, Dalian, Liaoning, 116024, China acelestialfury0616@hotmail.com, b fuyouxu@hotmail.com Keywords: Suspension Pipeline Bridge; Buffeting Analysis; Active Control; Passive Control Abstract: Active Mass Damper has been proven to be efficient in suppressing structure vibration.
In Chinese [3] M.Gu, H.F.Xiang, A.R.Chen: Journal of Wind Engineering and Industrial Aerodynamics Vol.51 (1994), p.203.
F.Xiang: Journal of Vibration Engineering Vol 11(1998), p.121.
In Chinese [5] Yuh-YiLin,Chii-Miing Cheng, Chung-Hau Lee:Engineering Structures Vol 22(2000) p.1195 [6] C.X Li, J.Y.Zhang:Journal of Earthquake Engineering and Engineering Vibration Vol. 27(2007), p.160.
In Chinese [7] R.Shi, Y.Q.Liu: Petroleum Engineering Construction Vol.35(2009).p.24.

This engineering is three-towers-connected high-rise building.
Journal of earthquake engineering and engineering vibration, 2008, 28(5), 71-78
Structural Engineering Research Frontiers, 2007
Journal of Structural Engineering, 2007, 133(5), 620-628
Journal of earthquake engineering and engineering vibration, 2007, 27(6), 112-118

Attenuation-type and Failure-type Curves of Cyclic Accumulated Deformation Models in Saturated Normal Consolidated Clay Chunyan Zhao1, a, Guoyong Zheng1,b 1 School of Civil Engineering, Central South University, Changsha 410075, China azcy339@163.com, bgyzhengwhx@163.com Keywords: Saturated Normal Consolidation Clay, Equivalent Dynamic Stress Level, Accumulated Deformation Model, Attenuation-type Curve, Failure-type Curve Abstract.
Li: Chinese Journal of Geotechnical Engineering, Vol 28 (2006) No.4, p.891.
Haegeman: Soils Dynamics and Earthquake Engineering, Vol 29 (2009) No.1, p.155
Selig: Journal of Geotechnical Engineering, Vol 122 (1996) No.12, p.1006
Yi: Railway Engineering (China Railway Publishing House, China 2005).