Search results

The Effects of Geosynthetic-Reinforcement on Consolidation Behavior of Soft Clay Embankment under Step Construction Yucong Gao1,a*, Rong Chen1,b, Dongxue Hao1,c, Myoungsoo Won1,d 1Northeast Electric Power University, School of Civil Engineering and Architecture, Jilin, China 2Kunsan National University, Department of Civil Engineering, North Jeolla Province Gunsan, South Korea a406882400@qq.com, bhaodongxue@yahoo.cn, clg1316cih@126.com, dwondain@kunsan.ac.kr Keywords: Geosynthetics-reinforced and gravel combined, Consolidation behavior, Excess pore pressure, Over-consolidation ratio Abstract.

Introduction Infrared technology has large-scale application in the civil domain especially in the military filed because of it's advantages of passively detect, stealth, detection range and imaging precision.
Acknowledgment The authors would like to thank the support of National Science and Technology Support Program (2008BAC35B03), International Cooperation Projects (2008DFA21540) and Civil Specific research Projects of Defense Science and Technology Industry (07K00100KJ).
Infrared and Laser Engineering, vol. 33(2004), No. 3, pp. 227-230, [3] Tian Guo-liang.
Simulation of infrared thermal image through atmospheric transmission, Infrared and Laser Engineering, vol. 36(2007), No. 1, pp. 43046

Numerical Simulation of 3-D Failure Process of Reinforced Concrete Specimen under Uniaxial Tension Juanxia ZHANG 1, a, Chun'an TANG2, b, Xiuyan ZHOU 1, a, Xingjie HUI1, a , Zhengzhao LIANG2, b, Shuhong WANG3, c and Xianzhang GUO3, c 1 Northeastern University at Qinhuangdao, Qinhuangdao, China, 066004) 2 Department of Hydraulic & Civil Engineering of Dalian University of Technology, Dalian, China, 116024) 3 Department of Civil and Engineering of Northeastern University, Shenyang, China, 110004) a zhang_juanxia@126.com, b tca@mail.neu.edu.cn, c guoxianzhang@126.com Keywords: 3D; Concrete structure; Crack propagation; Numerical simulation.

A design of high-accuracy displacement measurement instrument from Principles of Optics Shengbiao Chen 1, a, Yunzhi Tan2,b 1College of civil Engineer &Architecture,China Three Gorges University,Yichang Hubei 443002,China 2 College of civil Engineer &Architecture,China Three Gorges University,Yichang Hubei 443002,China achenshengbiao@yahoo.cn, byztan@ctgu.edu.cn Keywords: Principles of Optics;Total reflection;water drainage volume;Measuring instrument Abstract.

Numerical Study on Navigation Regulation Engineering in the lower Reaches of Yangtze River Mingjin Zhang1,2,a, Huaqing Zhang2,b and Yanhua Yang2,c 1School of Civil Engineering, Tianjin University, Tianjin,300072, China 2 Tianjin Research Institute for Water Transport Engineering, Tianjin,300456, China azhang_mingjin@vip.sina.com, btjzhq1@163.com, ctksyang_yanhua@163.com Keywords: Numerical simulation, Navigation regulation, Regulation project.
(3) The simulation results in this paper would be useful for the regulation engineering scheme.
Zhang: The Research Report of the Numerical study on navigation regulation of Jiangxinzhou～WuJiang waterway of the lower Yangtze River (Tianjin Research Institute of Water Transport Engineering, Tian Jin, 2007), in Chinese

Theoretical Method of Calculation to Determination the Change of Axial Force in a Reinforcing Bar During the Destruction of the Support Zone of the Central Column in the RC Structures Barbara Wieczorek1,a 1Department of Theory of Building Structures, Faculty of Civil Engineering, Silesian University of Technology, Akademicka 5 st.,44-100 Gliwice, Poland abarbara.wieczorek@polsl.pl Keywords: reinforced concrete structure, slab-column connections, experimental research, theoretical model of calculation.
Mitchell, Assessment of CSA A23.3 structural integrity requirements for two-way slabs, Canadian Journal of Civil Engineering, 39 (2012)
Journal of Structural Engineering, 110(7) (1984)
Mirzaei, Post-punching behavior of reinforced concrete slabs, School of Architecture, Civil and Environmental Engineering, Ecole polytechnique fédérale de Lausanne (EPFL), Switzerland, (2010)
Wieczorek, Idea of a simplified model to determination of the load capacity of and inner slab-column connection after its punching, Procedia Engineering, 65 (2013) 126–134

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Monigetti and the engineer N.I.Putilov.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [16] D.
Zinovyev, Ke-Chin Chan, Tszyun-Ji Myau, 'Tasks and methods of numerical and physical research of aerodynamics of high-rise buildings in a coastal zone "pestilence land"', Magazine of Civil Engineering, 2013. № 2 (37), pp 54-61
Vatin: Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive, Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [25] V.

Parke4,d 1,2,3Universiti Malaysia Pahang, Faculty of Civil Engineering Technology, Gambang, 26300 Pahang, Malaysia 4University of Surrey, Department of Civil & Environmental Engineering, Guildford, GU2 7XH Surrey, United Kingdom aaasyiq@ump.edu.my, bngkahhoe@yahoo.com, crlina@ump.edu.my, dg.parke@surrey.ac.uk.
"Structural Behaviour of BubbleDeck Slab Under Uniformly Distributed Load" Civil Engineering Journal (CEJ) 7 (2) pp. 304-319
International Journal For Research In Applied Science and Engineering Technology IJRASET, 5 (X)
"A Review of Comparative Study between Conventional Slab and Bubble Deck Slab" International Research Journal of Engineering and Technology (IRJET), 7 (1)
IEEE – International Conference on Advances In Engineering, Science And Management (lCAESM) March 30 & 31 (2012) pp.383-388

Teng2, d 1 College of Water Conservancy and Civil Engineering, South China Agriculture University, Guangzhou, Guangdong, China 2 Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China axiepan@scau.edu.cn, bceyutao@polyu.edu.hk, cceylwong@polyu.edu.hk, dcejgteng@polyu.edu.hk Key words: Hybrid columns, tubular columns, large-scale tests, axial compression tests, FRP, concrete, steel Abstract.
Proceedings, 2nd International Conference on FRP Composites in Civil Engineering.
Composites Part B-Engineering.
Engineering Structures.
Engineering Structures.

Corrosion Study on X70-Carbon Steel Material Influenced by Soil Engineering Properties Norhazilan Md Noor1,a, Lim Kar Sing1,b, Nordin Yahaya1,c, Arman Abdullah2,d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia 2Faculty of Chemical and Natural Resources Engineering, Universiti Malaysia Pahang, Malaysia anorhazilan@utm.my, bnordiny@utm.my, ckslim3@live.utm.my, darmanabdullah@ump.edu.my Keywords: corrosion, steel, soil, pipeline Abstract: Soil as a corrosive medium is probably of greater complexity than other environment.
This paper studies the influence of soil engineering properties towards metal loss of buried X70 carbon steel coupons.
The study focuses on soil engineering properties which are soil moisture content, clay content and plasticity index.
Soil engineering properties and soil contents are important parameters that can influence soil corrosivity and degree of corrosion dynamic.
F., “Corrosion Prevention for Practicing Engineers”.