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Adjustments of Ground Motion Input Based on Ground Micro Tremor Test to Determine Ground Dynamic Characteristics and its Anisotropy Jun Zuo School of civil engineering & mechanics, central south university of forestry & technology, Changsha 410004, P.
The research on the engineering properties of the ground motion is always an important branch of the engineering aseismatic disciplines.
Zai: Journal of Nanjing Architectural and Civil Engineering Institute Vol. 62 (1999), p. 15-23
Dou: Earthquake Engineering and Engineering Vibration Vol. 20 (2000), p. 35-41
Lai: China Civil Engineering Journal Vol. 33 (2000), p. 33-37

Vibration Response Analysis on Deep-Water Piers under Earthquake and Wave Coupling Motivation Zijian Wang1, a, Liming Wu2,b , Shengxie Xiao3,c 1School of Civil Engineering&Architecture, Chongqing University of Science&Technology,Chongqing 401331, China 2School of Civil Engineering&Architecture, Chongqing Technology and Business Institute, Chongqing 400052, China 3School of Civil Engineering&Architecture, Chongqing Jiaotong University, Chongqing 400074, China a121687678@qq.com, b58432053@qq.com, cxiaoshengxie@sina.com Keywords: parameter identification, seismic effect, unknown input, inversion research.
References [1]GB50111-2006,Code fr seismic design of railway engineering[S].Beijing:Ministry of Railways of the People's Republic of China,2009
[4]Yoshihiro Tanaka,Robert T H.Restoring forces on vertical circular cylinders forced by earthq-uakes[J].Earthquake Engineering and Structural Dynamics,1988,16:98-102
[7] Gao Xue-kui,Zhu Xi,Li Hui.Seismic Response Analysis of Bridge Pier in Deep Water Excited by Near-fault Earthquakes [J].Earthquake Resistant Engineering and Retrofitting, 2006,28(3):83-87
[11]Yan Jin,Liu Shu-jie,Jiang Wei-zhu.Application of ANSYS in offshore oil engineering[M].Petrol-eum Industry Press,2010

In-Situ Validation of Mechanistic Pavement Finite Element Modeling Transactions of the American Society of Civil Engineers, 2004,195(1), pp.1076-1095
Engineering Mechanics, pp.99-102,June,2011
Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000
Technical Report, US Army Corps of Engineers, 1996,8
Department of Civil Engineering, University of Illinois at Urbana-Champaign, 2000,12.

Effect of Metakaolin on Early Strength of GGBS Ternary Concrete Noor AzlineMohd Nasir1, aand M J McCarthy2 1Department of Civil Engineering, Faculty Engineering, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor, Malaysia. 2Division of Civil Engineering, University of Dundee, Dundee, DD1 4HN, Scotland anazline@upm.edu.my Keywords: GGBS ternary concrete, metakaolin, early strength, heat of hydration, binary Abstract:The article reports a laboratory experimental programme that investigated effect of metakaolin on the early strength of concrete made with ternary combinations of Portland cement (CEM I) with ground granulated blast slag (GGBS) and metakaolin (MK).
Much of the work carried out on GGBS concrete has demonstrated that it offers benefit to the fresh and engineering properties, and aspects of durability[1 to 6].
Journal of the Institution of Engineers (India): Civil Engineering Division, 84, 38-42
Some engineering properties of slag concrete as influenced by mix proportioning and curing.
Selected engineering properties of concrete incorporating slag and metakaolin.

Seismic Performance of Reinforced Concrete Beam to Concrete-filled Steel Tubular Columns Joints Hui Qu 1,a , Lin-Hai Han 2,b and Zhong Tao3,c 1 College of Civil Engineering, Yantai University, Yantai, 264005, P.R.
China 2 Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing, 100084, P.R.
China 3 College of Civil Engineering, Fuzhou University, Fuzhou, 350108, P.R.
Journal of Structural Engineering, Vol 133(6) (2007), p. 800
Doctoral engineering thesis, Xi'an University of Architecture and Technology, (2004).

Aboud1,c 1Department of Civil, College of Engineering, University of Baghdad, Iraq.
Acknowledgment The authors acknowledge the sustenance provided by the Departments of Civil Engineering / College of Engineering / University of Baghdad to complete the experimental part of this research.
The 5th International Conference of Euro Asia Civil Engineering Form (EACEF-5), Procedia Engineering 125 (2015) 617-622
International Journal of Engineering & Technology, 7, 4.20, p. 514-519, 2018
International Journal of Engineering Works, 4, 7, p. 124-135, 2017

Indoor Experimental Research on the Unconfined Compressive Strength of Lime Improving Expansive Clay Aijun Chen1,2,a, Jiasheng Zhang1,b, Liying Peng2, Zhenhua Ren2 1 School of Civil Engineering and Architecture, Central South University, Changsha, Hunan, 410083, China 2 School of Architecture Engineering, Hunan Institute of Engineering, Xiangtan, Hunan, 411108, China; acaj3026@sina.com, bzjsdj@mail.csu.edu.cn Key words: Expansive Clay, Lime Improving, Disintegration, the Unconfined Compressive Strength Abstract.
Varaprasada Rao: Journal of Materials in Civil Engineering, 2008, 20(8): 509-513 [4] Murty, Ramana V., and G.V.
Praveen: Journal of Materials in Civil Engineering, 2008,20(5):392-396 [5] Guoquan Yan, Renan Xu, Zhaoyi He: Journal of Chongqing communication college, 2004, 23(2):102-106, in chinese [6] Xianjie Mu, Xiaoping Zhang: Rock mechanics, 2008,28, auxiliary journal: 580-582, in chinese [7] Chuanwei Gao: Railway engineering, 2007,12,auxiliary journal :55-59, in chinese [8] Zhonghua Gu, Guangyun Gao, Kerui Cui: Geotechnical engineering technology, 2003(5):286-288, in chinese [9] Fusheng Zha, Songyu Liu, Yanjun Du: Journal of South East University, 2007,37(2).339-344, in chinese [10] Xiangjuan Yu, Yuan Wang, Test on expansive soil subgrade improved by lime[J], 2000, (1):13-16, in chinese [11] Xiaoqing Li, Yaoting Zhang, Bingchuan Zou: Journal of railway engineering, 2006, (6):24-28, in chinese [12] Ya Song, Shiya Fang, Changwang Liang etc: Anhui architecture, 2008, (2):129-130, in chinese [13] Songfang Xie, Yuehua Guo, Tao Jiang: Journal of Inner Mongolia university, 2008, 29(4):180-182

Study on the C80 high-strength rock chips concrete Yang Yibo1,a, Chen Haoman2,b, Wu Shumin3,c, Peng Yixin4,d, Li Cankun5,e, Zheng Wubin6,f, Lin Zhenlin7,g, Guo Wenying1,a 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou,China 2College of Civil Engineering, Southeast University, Nanjing,China 3School of Mechanical, Aerospace and Civil Engineering, University of Manchester,United Kingdom 4Department of Building Engineering,Tongji University,Shanghai,China 5Structural Design of Guangzhou FOREVIEW Architect Institute,Guangzhou,China 6TaiKoo Hui (Guangzhou) Development Company Limited,Guangzhou,China 7SPD Bank Guangzhou GET Sub-branch,Guangzhou, China ayangyibo@scut.edu.cn,b xiaomantou777@126.com,c datoupanda@163.com,d pyx1230@126.com,e jasonlck@163.com ,f zwbnw@126.com,gwyguo@scut.edu.cn Keywords: Rock chips; high-strength; concrete Abstract: Rock chips is a potential substitutable material for river sand, which can effectively solve
The 28d compressive strength SX75 is the highest, which can be used as the reference for the practical engineering.
References [1] Meng Qingtang.Popularize the Using of Manufactured Sand to Protect Resources and Environment [J], Engineering Quality 2003(3):22 (in Chinese) [2] Chen Jialong.Views on some Problems of the developing of Manufactured Sand in China [J], Guangdong Building Materials 2005(11):8-13 (in Chinese) [3] Liu Yuxi,Lu Lei,Yang Donghong.Application Research on Rock Chips in Construction Engineering [J], Journal of Jiaozuo University 2001(3):52-54 (in Chinese) [4] Zheng Lidan.
Application of Rock Chips Replacing River Sand in Concrete Construction [J], Subgrade Engineering 2005,121(4):46-48 (in Chinese) [5] Chen Qingzhi,Cui Mianchang.Rock Chips Replacing River Sand to Prepare C50 Precast Commercial Concrete [J],Railway Construction Technology 2003(1):50-52 (in Chinese) [6] Hong Jinxiang,Jiang Linhua,Huang Wei,Miao Changwen,Ye YiQun.

Assessment the Influence of Fe2O3 Micro and Nanoparticles on Properties of Concrete Zainab Hasan Abdulabbas1,a*, Ali Talib Jasim2,b, and Marwa Asad Salih3,c 1,2Department of Civil Engineering, Faculty of Engineering, University of Kufa, Najaf, Iraq 3Department of Chemical Engineering, Faculty of Engineering, University of Kufa, Najaf, Iraq azainab.alhasnawi@uokufa.edu.iq, balit.albozwaida@uokufa.edu.iq, cmarwa.salih@uokufa.edu.iq Keywords: Compressive Strength, Flexural Strength, Micro Fe2O3, Microstructure, Nano-Fe2O3, SEM.
Introduction The function of nanoparticles in construction materials has wide interest by the community of engineers; because its tiny size has exclusive properties like elevated specific surface area and elevated activity [1, 2].
Acknowledgements The authors gratefully acknowledge the staff Civil Engineering Labs especially Concrete Lab at University of Kufa for their collaboration and help in accomplishing this work.
Chaudhary "Use of Nanomaterials in Concrete" International Journal of Latest Research in Engineering and Technology (IJLRET), Vol. 2(5), pp. 81-84, 2016. http://www.ijlret.com
Silvestre, and J. de Brito "Review on concrete nanotechnology", European Journal of Environmental and Civil Engineering, Vol. 20(4), pp. 1-31, 2015

Development of FRC structural elements at CTU in Prague Within both experimental research at Faculty of Civil Engineering at CTU in Prague and a longterm cooperation with construction organizations many FRC elements have been developed for the past few years.
Engineering Structures 84 , 2015, pp. 287-299
Engineering Structures 49 , 2013, pp. 866-875
Engineering Structures 99 , 2015, pp. 184–191
Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing. 2015.