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Service Life Prediction of RC Member in Chloride Environments under Different Loading Level Yunfen Feng1,2,a, Jinxin Gong1,b, Xiaoyan Yang1,c and Qin Zhang1,d 1Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China 2School of Architecture & Civil Engineering, LiaoCheng University, Liaocheng 252000, China afengyunfen@126.com, bjinxingong2012@gmail.com, cyangxiaoyan0024@126.com, dzhangqin8190@163.com Keywords: reinforced concrete member; service life; chloride; Monte Carlo simulation.
Gong, Discussion on Performance Degradation Model and Evaluation Methods of Reinforced Concrete Structures for Port engineering, CCCC water transportation planning and design institute co.

At present, in transportation industry, the information system concerns with many sub-trades, such as highway, transportation, postal, civil aviation and waterway.
With the further of mechanism reform, management information platform of civil and postal will gradually be part of it.
Fig.6 The two applications in the framwork Conclusions and Prospects Transportation data center is complex system engineering, and involves all aspects of information engineering field and transportation business.
Journal of Transportation Systems Engineering and Information Technology,vol.2(2002), pp11-16 [2] Mo Geng, Zhong Hua, Wei Jun.

Analysis of Wave Loads on Pile-Group Foundation Yi-min Liu1,a Department of Civil Engineering, Shanghai University, Shanghai 200072, P.R.China asuddenman@126.com Keywords: Submerged circular cylinder; Wave force; Effect of slab; Pile groups; Abstract.
The relationships between wave loads and some arguments such as, incident wave condition, size of slab, submerged depth and layout of the group-pile foundation were investigated, aiming for some suggestion to engineering practice.
Fig.5(a) θD=0 Fig.5(b) θD=π/2 Fig.5(c) θD=π Fig.6 Relation between wave force and θD Conclusion In this article, a linear wave interaction with a pile-slab structure is taken as an example, then a engineering approach for the calculation of wave froce on pile-slab structure was proposed, and the conclusions include: (1) The coefficients of slab effect decrease as the incident wave number increase.
Dissertation, Dept. of Civil Eng.

Temperature Forecasting System of Cement Decomposing Furnace based on Grey System Theory Xiaolin Liu 1, a, Kun Yuan2,b 1College of Aeronautical Automation, Civil Aviation University of China, TianJin, China 2The 95927th department of PLA, HeBei, Cangzhou, China amissxiaolin1997@163.com, bayuansir@163.com Keywords: Decomposing furnace, Temperature forecasting, Grey system theory Abstract.
A decomposing furnace temperature forecasting system is designed and the experimental results show that the system satisfies the needs of the actual engineering.
The experimental results indicate that the forecasting model calculation value is nearly to the practical measurement value and the relative error of the system satisfies the needs of the actual engineering.
Finally, a temperature forecasting system of the decomposing furnace is designed and the experimental results show that the system satisfies the needs of the actual engineering.
Journal of civil aviation university of China, Vol.25, No. 5, 2007, p. 36-39, 52 [2] Jinghui Qiao, Xiaojie Zhou, Tianyou Chai.

Klochko1,a* 1Moscow State University of Civil Engineering, 26 Yaroslavskoye sh., Moscow, 129337, Russia аasmik1985@mail.ru Keywords: floating hotels, coastal zone reconstruction, embankment architecture, economy class hotels.
Summary Thus, we can state that the hotel projects implemented on the water show interesting artistic concepts based on original architectural, engineering, constructive and technical solutions.
The hotels built on the water are most often of economy class, since these facilities have a lot of engineering and structural constraints, offer minimum necessary range of services and reduced areas for temporary accommodation.
Klochko, Justification of roadside hotels placement relevance on Moscow and the Moscow region transport ways, Industrial and civil construction. 5 (2015) 5-9.

Permanent deformation Process of Asphalt Concrete Pavement Based on Neural Network Modeling Yin Fucheng1,2 a, Zhou Guangchun1, b 1School of Civil Engineering Harbin Institute of Technology Harbin, China 2College of Mathematics and Information Science; Neijiang Normal University , China ayinfc@hit.edu.cn, bgzhou@hit.edu.cn Keywords: asphalt concrete; RBF neural network model; permanent deformation; simulation Abstract.
PhD Thesis, Department of Civil Engineering, North Caralina State University ,2003
Journal of Transportation Engineering, ASCE, 2005, 131(6): 460~467

Lacidogna 1,b 1 Department of structural engineering and geotechnics, Politecnico di Torino, Italy ajie.xu@polito.it bgiusepe.lacidogna@polito.it Keywords: Acoustic Emission, localisation method, velocity field, modifying factor, sensor distribution.
Introduction Significant research work has been published in relation to the use of Acoustic Emission (AE) sensors for monitoring the health of the structures in civil engineering, especially for the concrete structures [1-6].
Wevers: NDTCE’09, Non-Destructive Testing in Civil Engineering Nantes, France, June 30th – July 3rd, 2009

The allocating point solution for the out-of-plane stability of arches with the double symmetry axis section CHEN Yu-ji Department of Civil Engineering and Architecture, Foshan Science and Technology University, Guangdong, Foshan 528000, P R China chenyj1310@163.com Keywords: arches, stability, allocating point method,spline function Abstract.
Introduction Because the arch structure has good mechanics behaviour, it is one of the common structure style used in civil engineering.
Engineering Mechanics, vol 6,1989,p.41-54 [8] Deny K.X., "The curved beam element in buckling analysis'', Journal of Dalian technology university, vol 29,1989,p.237-239 [9] Qing Rong, "Calculating structure mechanics'', China science press, 2001

Splitting Criterion of Grouting Bore-hole Wall and Study on Numerical Simulation of Crack Propagation SU Pei-li1,a, GU Shuan-cheng1,b 1College of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, China asupeili824@163.com, b Gsc5583297@163.com Keywords: grouting pressure, ground stress, split, crack propagation, stress intensity factor, numerical simulation, Bingham grouts, pressure gradient, plug flow region, fracture propagation simulation Abstract.
(a) pressure of 1MPa (b) pressure of 3MPa Fig.2 The contour plot of X-Component displacement of fracture propagation under different pressure References [1] Gu Shuancheng, Su Peili, etc: The Chinese Civil engineering Academic society-10th Academic Conference Anthology of Soil Mechanics and Geotechnical engineering, Final volume.

Reliability Appraisal of A Detachment of Traffic Police Houses Zhongqiang Wanga, Tao Ouyangb School of Civil Engineering and Architecture, Changsha University of Science & technology, Changsha, Hunan, 410114, China a244949212@qq.com, b805679051@qq.com Keywords: test, appraisal, reliability, roof damage.
The inspection center, a total construction area of 1006.8m2, building height of 10.92m, concrete frame structure, structural safety grade two, seismic fortification of non seismic fortify engineering.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (50078007), Postdoctoral Foundation of China (20090451111), Natural Science Foundation of Hunan Province(08jj3107), Youth Foundation of Hunan Provincial Education Department(10B001) and Open Foundation Engineering Research Center(kfj090301).
(In Chinese) [5] ''The civil building reliability evaluation standard " GB50292-1999.