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In modern civil aviation operations, the effective performance of pre-flight flight planning is the key of a safe flight, and the changing air traffic environment often requires modifying the pre-determined flight plan or even en route re-planning.
Introduction In commercial civil transport, flight plan is one of the most important references for both the flight crew and air traffic control (ATC), and the pre-flight construction and sign off of the flight plan is the key step in the operational process.
It is also intended that the system support multiple civil aircrafts and multiple CFPs.
References [1] Federal Aviation Administration: FAA ICAO Flight Planning Interface Reference Guide Version 1.3. (2008) [2] International Civil Aviation Organization: ICAO Procedures for Air Navigation Services – Air Traffic Management, Document 4444 (ICAO Doc. 4444) (1996) [3] Aeronautical Radio Inc.: ARINC Characteristics 702A-3: Advanced Flight Management Computer System (2006) [4] R.P.G.
'Systems Engineering in the Service of Humans', Conference Proceedings., International Conference on , vol.1(1993), p.701-708 [12] Grabbe S, Sridhar B, Mukerjee Av.

The Thinking and Suggestion on Construction and Demolition Waste Recycle Supervision and Administration Ying Li 1, a, Jiao Yue 2,b , Chang Li3,c 1 2 3Beijing Climate Change Response Research and Education Center, BCCRC, Beijing University of Civil Engineering and Architecture NO.1 Zhanlanguan Road, Beijing, China a liy@bucea.edu.cn, b13521335997@163.com,c lichang@bucea.edu.cn Keywords: construction and demolition waste; recycle; supervision and administration; countermeasures Abstract.
The illegal behavior of Companies in the disposal waste link will be recorded, the record will adverse to them participate the green building or civil construction selection and so on.
Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China.
Beijing university of civil engineering and architecture, in Chinese

Bridging New Solutions for Sustainable Rehabilitation of Structures Damaged due to Difficult Soils or Foundation Design Ancuţa ROTARU1,a*, Gupinath BHANDARI2,b 1"Gheorghe Asachi" Technical University of Iaşi, Faculty of Civil Engineering and Building Services, Department of Infrastructure Transportation and Foundations, 1 Prof.dr.doc.
Dimitrie Mangeron St, 700050, Iaşi, Romania 2Jadavpur University, Department of Civil Engineering, 188 Raja S.C.
Mallick Rd, Kolkata, 700032, India aancuta.rotaru@tuiasi.ro, bg.bhandari@civil.jdvu.ac.in Keywords: consolidation solution, structural degradation, difficult foundation soil, structure design, sustainable rehabilitation Abstract.
At Topliţa municipality, Tc = 0.7 and ag = 0.10 according to the maps drawn by the Technical University of Civil Engineering of Bucharest, Romania.

The Records Of Slope Reinforcement Engineering In A Loess City Liu Qixia1，2, Fan Liang1 2 1.
School of Civil Engineering and Architecture, Wuhan University of Technology,Hubei Wuhan 430063,China, 2.Civil Engineering and Architecture College，Henan University of Technology Zhengzhou 450001,China, liuqixia65@163.com Keywords- Loess, slope, reinforcement Abstract— This article selected a typical loess slope engineering as the research object, and through the characteristics of loess landslide, landslide environmental geological conditions, the formation mechanism of the landslide study of the loess area of urban slope instability factors, loess slope stability of the calculation method and reinforcement measures, the loess slope stability study area has a large reference. Ⅰ Introduction China's loess wide distribution, nearly 1/5 of the total land area, the resident population of more than two hundred million.
The Midwest cities large engineering construction have mushroomed, these engineering investment big, affecting wide, in its construction or after completion of the construction process, form many large scale ,project more,factors complex,geological environment variable, saftey and use requirement different loess slope engineering.
Calculation method more reasonable, also appeared to variable cross-section anti-slide pile and thrust the anti-slide pile relay. 3） Research and applications of the anchor rod The research and application field of the anchor rod is continually expanding，except in the underground engineering, slope engineering, structure anti-uplift engineering, deep excavation engineering to continue developing，and also have seen considerable expansion in the Bridge Engineering, earthquake resistant engineering.
Soil Mechanics In Engineering Practice.

Artistic Characteristics of Harbin Middle East Railway Employees’ Apartments Jun Zhang1,2,a , Daping Liu1, Yi Zhang1 1Harbin Institute of Technology， School of Architecture 2Northeast Forestry University, School of Civil Engineering a13704515827@126.com Keywords: Harbin Middle East Railway employees’ apartments, architectural style and aesthetic perspective .
Russian civil housing style.
Fig 1 Russian Civil Housing This is because that in the northern part of Russia, large area of primitive forest is distributed.
But their quality has been changed by some degree with bricks and stone adopted, forming a big extent of brick structure houses whose decorations still belong to the civil housing style of Russia.
This is the reappearance of the civil housing of Russia (See Fig 2).

Midas/civil FEM software is used to construct the model, diving into 318 beam elements, 32 plate elements and 371 nodes.
World Earthquake Engineering, 2007, 3: 80-86
Earthquake Engineering & Structural Dynamics, 1992, 21 (6):713-740
Journal of Railway Engineering Society, 2008, 10: 15-19
Earthquake Engineering &Structural Dynamics, 1995, 24 (6): 615-619

Application of Self-Compacting Concrete in Strengthening of Existing Reinforced Concrete Column Xiaosan Yin 1, a, Shifeng Zhai 1, b Tianniu Gong 1, c 1School of Civil Engineering, Wuhan University, Wuhan 430072, China ayinxiaosan_3@126.com, bzhaishifeng@163.com cGongtn301@126.com Key words: Self-compacting concrete (SCC), Strengthening engineering, Concrete filled steel tube, Steel jacket Abstract.
Various types of SCC have been successfully developed according to the actual engineering needs, such as massive self-compaction concrete, self-compacting steel fiber concrete, self-compacting minimum inflation concrete, self-compacting light weight aggregate concrete, self-compacting recycled concrete.
However, SCC has excellent applicability for elements with complicated shapes and congested reinforcement, and can achieve significant strengthening effect in this aspect, and it shows better performance in strengthening projects such as bridge engineering, frame structures, wall structures, etc.
Based on the project examples, economic and social benefit was analyzed in this paper in order to promote the application of SCC in strengthening engineering.
References [1] OKAMURA H: Concr Int, Vol.19(1997), p.50 [2] Day R, Holton I, editor: The Concrete Society, August 2005, p. 38–41 [3] Surong Luo, et al:Journal of Railway Science and Engineering Vol.1(2004), p.30(In Chinese) [4] Chengkui Huang, et al: Journal of Dalian University of Technology, Vol.46(2006), p.696(In Chinese) [5] Chengkui Huang, et al: Journal of Dalian University of Technology,Vol.48 (2008),p.564(In Chinese) [6] Junfang Xiong, Xinmin Hu: Construction technology, Vol.36.(2007), p.93(In Chinese) [7] Zhiwu Yu, Hongxia He, Feng Yu: Journal of Architecture and Civil Engineering, Vol.24(2007), p.17(In Chinese) [8] Surong Luo, Jianlan Zheng: Journal of building materials.Vol.9(2006) p.330(In Chinese) [9] Xavier Pintado, Bryan E. 

Theory Study on Similitude Design of Shaking Table Tests of Earthquake-induced Landslide Chunjing Lai1,a , Yanpeng Zhu2,b, Chunqing Wang3,c, Tianzhong Ma4,d 1,2,3,4 Lanzhou University of Technology, School of Civil Engineering, China 1,2,3,4Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, China alaichunj@163.com,bzhuyp1@163.com,cwangchun2020@163.com,dmatz0914@163.com Keywords: earthquake-induced landslides, shaking table test, similitude laws, Abstract: Based on analysis of characteristics of earthquake-induced landslides and summary of main factors of controlling earthquake-induced landslides, three main factors which are seismic parameters, topography and landforms features and engineering properties of soil are considered the main factor affecting on earthquake-induced landslides.
The seismic stability analysis of rock-soil slope induced by earthquake has become one of the important topics in geotechnical engineering and earthquake engineering world.
The fundamental task of earthquake engineering research is to figure out the engineering damage motion and the failure mechanism of engineering structures under seismic loads.
The design parameters of shaking table test refer to the basic parameter of shaking table of Northwest Center for Disaster Mitigation in Civil Engineering Ministry of Education of Lanzhou University of Technology.
References [1] Li Zhenbao, Li Xiaoliang (2010), Technology for Earthquake Disaster Prevention,5(4):439-450 [2] Jiang Xinliang, XuBingwei, Li Zhu (2010), Journal of Vibration Engineering,23(2):225-229 [3] Li Yue, Jiang Xin-liang(2010), Engineering Mechanics,27(1):73-80 [4] Jiang Liangwei,Yao Lingkan,WangJian (2009), Journal of Transport and Engineering,25(2):1-7 [5] Zheng Yingren, Ye Hailin, Huang Runqiu (2009), Chinese Journal of Rock Mechanics and Engineering,28(8):1714-1724 [6] Li Xiuzhen, Kong Jiming(2010), Journal of Sichuan University (Engineering Science Edition),42(5):243-249 [7] Sun Zaiming, Yuan Jing, Sun Qiang (2010), Railway Engineering, 12:0081-0084

Department of Civil Engineering, Covenant University, Ota, Nigeria aayobami.busari@covenantuniversity.edu.ng, bpaul.awoyera@covenantuniversity.edu.ng, crotimi.olofinande@covenantuniversity.edu.ng, dimohkai.tenebe@covenantuniversity.edu.ng, joseph.nwanchukwu@covenantuniversity.edu.ng *Corresponding Author.
Hence, engineers are left with the task of stabilization.
Potable water was derived from the department of civil engineering in the same institution.
World Academy of Science, Engineering and Technology, 63, 1-3
Engineering Geology 60, 181–192

Manufacturing of Clay Bricks for Experimental Analysis Before brickwork started, the soil classification was determined according to British Standard: Methods of Test for Soils for Civil Engineering Purposes: Classification Tests [11].
The authors would like to thank the Faculty of Civil and Environmental Engineering, UTHM for this study.
Abdul Kadir & Abbas Mohajerani, Recycling cigarette butts in lightweight fired clay bricks Proceedings of Institution of Civil Engineers: Construction Materials. 2011. 164(5), pp. 219-229
[11] British Standard Institution (BS 1990): Methods of Test for Soils for Civil Engineering Purposes.
Zaniewski: Materials for Civil and Construction Engineers. 2nd Ed, Upper Saddle River, New Jersey Pearson, Prentice Hall (2006)