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Influence of Inner Steel Tube Properties on Compressive Behavior of FRP-HSC-Steel Double-Skin Tubular Columns Butje Alfonsius Louk Fanggi a and Togay Ozbakkloglu b School of Civil, Environmental, and Mining Engineering, The University of Adelaide, South Australia, Australia 5005 abutje.loukfanggi@adelaide.edu.au, btogay.ozbakkaloglu@adelaide.edu.au Keywords: fiber reinforced polymer (FRP); concrete; high-strength concrete (HSC); confinement; columns; FRP tubes; steel tubes; DSTCs.
Vincent, FRP-confined concrete in circular sections: Review and assessment of the stress-strain models, Engineering Structures, 49 (2013) 1068-1088
Oehlers, Manufacture and testing of a novel FRP tube confinement system, Engineering Structures, Vol. 30 9 (2008) 2448-2459
Ozbakkaloglu, Compressive behavior of concrete-filled FRP tube columns: Assessment of critical column parameters, Engineering Structures, 51 (2013) 188-199
Wong, Behavior of hybrid FRP-concrete-steel double-skin tubular columns, in: The 2nd International Conference on FRP Composites in Civil Engineering-CICE, Adelaide, Australia, (2004) 811-818

Effect of Cement-Sodium Silicate Grout on the Compressibility Parameters of Fibrous Peat Sina Kazemiana, Hossien Moayedib aDepartment of Civil Engineering, Bojnourd Branch, Islamic Azad University, Bojnourd, Iran b Faculty of Engineering, Kermanshah University of Technology, Kermanshah, Iran Keywords: Fibrous Peat; Voidratio; RoweCell; Compression index; Coefficient of secodary compression; Cement; Sodium silicate.
Peats are one of the most troublesome soft soils in engineering terms.
Forensic Engineering, Proceedings of the Congress; 2010a, pp. 255-264
Geotechnical and Geological Engineering, 27 (5); 2009, pp.619-629
BS, “Methods of Test for Soils for Civil Engineering Purposes”, British Standard Institution, London, U.

Introduction With modular and integration trend intensified and lifting capacity restriction of one crane, application [1] of multi-crane lifting system is increasingly common and wide, such as in petroleum and chemical construction and civil engineering.
Mechanics and Civil Engineering [M].
Precision Engineering. 2013, 37:415-424
Mechanics in Engineering, 2012, 34(2): 68-71
Mechanics in Engineering, 2013, 35(5): 83-85

China 3 State Key Lab of Urban Water Resource and Environment, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, P.R.
China 4 School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, P.R.China 5 School of Civil Engineering, Northeast Dianli University, Jilin 132012, P.R.China 6 State Key Lab of Urban Water Resource and Environment, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, P.R.
Using engineering bacteria deject water and activated sludge, achieved rapid start-up for the municipal wastewater treatment plants at low temperature.
Jiao, et al. : submitted to Journal of Jilin Institute of Architectural & Civil (2007) [6] Choi E., Rhu D., Zuwhan Y., et al.
He: submitted to Journal of ENVIRONMENTAL ENGINEERING (2002) [14] B.

Introduction Reinforced concrete structure has been extensively used in the civil engineering.
International Journal of impact engineering.
International Journal of impact engineering.
Journal of Protective Engineering.
Engineering Mechanics.

Orthogonal Analysis on Factors Influencing Slope Stability of Coal Gangue Dump JIANG Chun-xian1,a, HAN Xiao2,b ,WANG Ji-hong1,c 1 Shanxi Luan Engineering Corporation, Shanxi, 046100, China 2 Department of Civil Engineering, Shanghai University, Shanghai, 200072, China ajcx24827@126.com, byouha_han@126.com, cwjh8304@163.com Keywords: Slope ability, Orthogonal analysis, Sensitivity analysis, Coal gangue, Push-shear test Abstract.
Introduction Slope stability is becoming a major problem in construction of expressway, railway, airport, deep foundation excavation of high-rise, opencast mine and earth dam in civil engineering, especially in comprehensive remedy of coal gangue dump.
References [1] Shangyi Zhao, Yingren Zheng, Weimin Shi: Chinese Journal of Geotechnical Engineering, Vol.24 (2002) No.3, pp.343-346
[3] Yajun Zang, Dongyan Liu, Wenxuan Peng, Kefeng Jiang: Journal of Geotechnical Engineering, Vol.31 (2009) No.4, pp.558-563
[8] Chunzhong Li, Guoxing Chen, Youwei Fan: Journal of Disaster Prevention and Mitigation Engineering, Vol.26 (2006) No.2, pp.207-212

The Reinforcement of Graphene Produced by Kitchen Blender in Cement Mortar Vorrada Loryuenyong1, a, Kanistha Pluemmalung1, b, Pattarawadee Rattanapanya1, c, Arayakamol Waeokhum1, d and Achanai Buasri1, e 1Department of Materials Science and Engineering, Faculty of Engineering and Industrial Technology, Silpakorn University, Nakhon Pathom 73000, Thailand avorrada@gmail.com, bfofern_p@hotmail.com, coilzz.ptrwd@gmail.com, daraya_kamol@hotmail.com, eachanai130@gmail.com Keywords: Cement mortars, Graphene, Blender, Shear exfoliation, Compressive strength Abstract.
The authors also wish to thank Department of Materials Science and Engineering, Faculty of Engineering and Industrial Technology, Silpakorn University for supporting and encouraging this investigation.
Thompson, Proceedings of the 2nd International Workshop on Design in Civil and Environmental Engineering, Mary Kathryn Thompson publisher, 2013
Engineering, Hunan University, China, 2010
Jayapalan, Properties of Cement Based Materials in the Presence of Nano and Microparticle Addititives, Doctoral dissertation the Graduate School of Civil & Environmental Engineering Georgia Institute of Technology, 2013

NEW PLANNING OF PIPE COOLING IN TEMPERATURE CONTROL FOR MASS CONCRETE TANG Hao1,2,a, CAI De-suo3,b,YANG Li4,c 1The College of Civil Engineering,Wuhan University,Wuhan 430070,China; 2Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning, China; 3College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China; 4Guangxi Water Resources Research Institute, Nanning, China a6730498@qq.com, bcaidesuo@vip.163.com, ccoolfirst1@126.com Keywords: pipe cooling, new planning, measures for temperature control, concrete, simulation calculation Abstract: Pipe cooling is a significant measure for temperature control in the construction of concrete dam.
Water Resources and Hydropower Engineering, 2008(7): 27~31
Water Resources and Hydropower Engineering, 2008( 5) : 36~39
Journal of Hydraulic Engineering, 2010 (5): 505~513
Journal of Hydraulic Engineering,1991, (3):28-34

Finite element model The numerical simulations of the above experiment specimens are conducted by OPENSEES (Open System for Earthquake Engineering Simulation), a software developed by Pacific Earthquake Engineering Research Center of University of California [5].
Engineering Structure. 1995,17(3):209~213 [2] Beutel J., Thambiratnam D., Perera N..
Engineering Structures. 2002,24:29~38 [3] Chen Q.J., Cai J., Xu G., et al. (2008b).
Engineering Mechanics 25:9, 170-175
China Civil Engineering Journal 42:12, 33-42

The stability of 3D-geomat in different slope gradient Guangyue Wang, Jianpeng Zhang and Yuanshuai Sun School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China wgyue@sdu.edu.cn, 569031356@qq.com,570582410@qq.com Keywords: 3D-geomat; safety factor; finite element; stability Abstract.3D-geomat protective slope is a new type of protective slope form which combines the 3D-geocell with the planting grass.
Based on the practical engineering, we use three-dimensional model, the vertical depth is 10m, the length of the slope is 15m and the height of the slope is 9m.
Basic Science and Engineering, 2013, 21(2):249-256
Rock Mechanics and Engineering, 2004, 25(11), 1800-1804
Subgrade Engineering, 2006, 6:114-116.