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Difference Solution to Chloride Diffusion in Concrete Yu Aiping 1, 2, a Lu Haibo *1, 2, b Zhao Yanlin 2, c Wei Keyu 1, d 1 College of Civil and Architectural Engineering, Guangxi University,Nanning 530004, China； 2Civil Engineering College, Guilin University of Technology, Guilin 541004, China.
But discretization of the continuous variables is more appropriate in modeling and discrete model is more suitable for engineering applications.
Conclusions The difference solution to chloride diffusion in concrete is more suitable for engineering applications.
Acknowledgment This research has been financially supported by Guangxi scientific and technological development plan （0992027-9,0992001-2）and Guangxi Key Laboratory open fund of Detection and Testing of Architectural Engineering(07109005-A).
Chemical Industry and Engineering Progress, 2009,28(4):584 -587(In Chinese)

In this paper, based on the test result of engineering characteristics of unsaturated soil from Yellow River Embankments, the stability of slope of Yellow River Embankments is analyzed using ultimate equilibrium method and the influencing rule of matric suction on slope is advanced. 1.Introduction Slope stability is an important subject in geotechnical engineering field.
Matric suction is the main governing factor of the difference of engineering properties between unsaturated soil and saturated soil.
References [1] Li Zhaoping, Zhang Mi: Effects of Rain Infiltration on Transient Safety of Unsaturated Soil Slope.China Civil Engineering Journal,2001(5), p. 57
Subgrade Engineering,2007(5), p. 77-78
Journal of Engineering Geology,2002(10), p. 343

Reverse Engineering of a Fixed Wing Unmanned Aircraft 6-DoF Model for Navigation and Guidance Applications Martin T.
Introduction In recent years, use of Unmanned Aircraft (UA) in a number of civil and military applications is accelerating at an unprecedented rate.
Reverse Engineering Methodology The reverse engineering methodology presented in this paper involves development of a virtual model, or mockup, of the UA.
Adopting the aforementioned method, three-view engineering drawings of the scanned files were obtained.
Fernandes, Reverse Engineering: An Industrial Perspective, London: Springer-Verlag London Limited.(2008) [2] R.

Section uses the DEA algorithm to engineering problems.
DEA Solving Engineering Problems A set of 5 engineering optimization problems (E01-E05) was chosen to evaluate the performance of our proposed algorithm.
Table 3: Experiment results on the 5 engineering problems.
Subgrade Engineering, vol.139, no.4, pp.173-174, 2008 (In Chinese)
PhD thesis, Department of Civil Environmental Engineering, University of Iowa, Iowa, 1982

The Triangular Bending Plate with Three Sides Clamped Under the Action of a Concentrated Load Yingjie Chena, Baolian Fu b, Jie Wuc, , Bing Liud, Wei Hee, Luliang Wangf Department of Civil Engineering and Mechanics, Yanshan University, Qinghuangdao, China acyjysu@126.com, bfubaolian@126.com, c907842492@qq.com, dliubing@126.com, ehewei@126.com, fwangluliang@126.com Keywords: triangular plate, concentrated load, mixed variable method, three sides clamped, surface deflection equation Abstract.
Gives the surface deflection equation and a chart, the chart can be directly applied to engineering practice.
Introduction In engineering technologies, the problem of the elastic thin plate bending has important practical significance.

Introduction Civil nuclear power was born at a time when materials science and engineering was becoming recognized as an independent discipline.
Indeed, the development of nuclear power technology and that of material science and engineering have had a serious mutual influence [1].
Ductile-brittle transition behaviour of RPV steels Assessment of RPV integrity is currently changing from the engineering lower bound toughness method to a more statistically based approach.
Major Links to Materials Science and Engineering Structural integrity assessment relies primarily on materials science and engineering results.
Life management, i.e. operation of the plant as long as the energy generated is needed and the safety requirements can economically be achieved, has been developed into an independent multi-disciplinary area of engineering work.

The RA with parent strengths between 21 MPa and 28 MPa were prepared in the Concrete Lab, Civil Engineering Department, UET Lahore.
Fig. 1 Casted Cube and Prism Specimens of Experimental Plan Testing The testing of the specimens was performed at Test Floor Laboratory, Civil Engineering Department, UET Lahore using 100kN Shimadzu Universal Testing Machine.
Journal of Building Engineering, 19 (2018), 349-365
International Journal of Civil Engineering 3(8) (2016), 58-60
International Journal of Civil Engineering (2016) 2348 – 8352

Comparative Investigations of Some Properties of Lightweight Cement Concretes Containing Siliceous Fly Ash KUBISSA Wojciech∗ Warsaw University of Technology, Faculty of Civil Engineering, Mechanics and Petrochemistry 09-400 Płock, ul.
Therefore, there is every reason to believe that LWC has strong market competitiveness and it will be widely used for the civil engineering structure in the near future [17].
Szymon Pruszkowski written under the supervision of PhD Wojciech Kubissa at the Faculty of Civil Engineering, Mechanics and Petrochemistry of Warsaw Uniwersity of Technology Branch in Plock.References [1] V.
Procedia Engineering, 14:1149-1156, 2011
KSCE Journal of Civil Engineering, 17(1):202-209, 2013

The Effect of the Variation of Input Parameters on the Onset of Corrosion of the Bridge Deck Exposed to Chlorides Considering Selected Reinforcement Protection Petr Konečnýa* and Petr Lehnerb Faculty of Civil Engineering, VSB-Technical University of Ostrava, Ludvíka Podéště 1875, 708 33 Ostrava-Poruba, Czech Republic apetr.konecny@vsb.cz, bpetr.lehner@vsb.cz Keywords: Concrete; crack; steel reinforcement; bridge deck; corrosion initiation; diffusion coefficient; crack depth; crack spacing; probability.
Ghosh, Evaluation of Chloride Influence on the Cracking in Reinforced Concrete Using Korozeeneck Software, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 11(1) (2011) 1–7
Jasniok, Influence of rapid changes of moisture content in concrete and temperature on corrosion rate of reinforcing steel, Procedia Engineering, 108, (2016) 316-323
Konečný, Reliability of Reinforced Concrete Bridge Decks with Respect to Ingress of Chlorides, Ph.D. thesis, Faculty of Civil Engineering, VŠB – Technical University of Ostrava, (2007)
Anagnos, Simulation-Based ReliabilityAssessment for Structural Engineers, CRC Press, Inc., Boca Raton, Florida, (1995)

Study on Electronic Kanban Management System in Steel Structure Engineering of an International Expo Centre GUO Jun-li1,a, TENG Jia-ying 1,b, LI Shu-qin1 WAN Dong-yan1, JIANG Xue1 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China ajiaying1016@foxmail.com, btjycindy@163.com Key words: Electronic Kanban(E-Kanban); Steel Structure; Management System; Information Flow Abstract.
The part of large-span structure used combined steel and concrete columns in steel structure engineering.
E-Kanban management framework in steel structure engineering Fig.2.
System interface of Kanban management in steel structure engineering Main function and application of E-kanban management system in steel structure engineering According to figure 2, function of every platform is represented as follows.
A Study of the Toyota Production System from an Industrial Engineering Viewpoint[M].