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Analysis of Displacement Filed of asphalt airport pavement Wei Zhang 1, a, Zhichao Sun2,b , Xianmin Zhang2,c and Huaxin Xue2,d 1 The airport construction headquarters, Yunnan Airport Group, yunnan 650200,China 2 College of Airport Engineering, Civil Aviation University of China, Tianjin 300300, China a1876968@qq.com, b 576605485@qq.com, ccauczxm@126.com, d532782247@qq.com Keywords: Asphalt airport pavement Vertical displacement FEM Parameters of structural layer Vertical displacement curve Abstract.
China Civil Engineering Journal, 1995,28( 3) : 9—16.
Shanghai: TONGJI UNIVERSITY,2006 [3] Wen Liu, Study on design indexes and methods for asphalt airport pavement[D].Shanghai School of transportation Engineering, Road and Railway Engineering,2008.
(In Chinese) [4] CAAC.MH/T5024-2009 The Standard of Civil Airport Airport Pavement Evaluation and Management System [S].2009.
Specifications for asphalt concrete pavement design of civil airports (MH5010-1999) [Z].

AUTOMATION OF THE FORMATION OF ORGANIZATIONAL TECHNOLOGICAL DOCUMENTATION Korol Elena1, Kagan Pavel2, BarabanovaTatyana3 1 Professor, DSc, Department of organization and renovation of production; Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoyeshosse, 26; PH (985) 765-47-80; e-mail: professorkorol@mail.ru 2Professor, Ph.D,Department of information systems, technologies and automation construction; Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoyeshosse, 26; PH (495) 741-6368; FAX (495) 741-6368; e-mail: kagan@mgsu.ru 3Senior lecturer; Department of organization and renovation of production; Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoyeshosse, 26; PH (926) 129-8743; e-mail: barabanova.tanya@mail.ru Keywords: Organizational Technological Documentation, Automation ABSTRACT Today in Russia
Part I // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. – 2008. – no 4. – pp. 186–190

Introduction Airline safety risk evaluation is the eternal theme in the civil aviation total quality control.
Civil Aviation Administration of China attaches great importance to aviation safety, particularly in relation to the safety of airline operation, not only to carry out a comprehensive assessment of safety oversight and start the SMS system work, but also, as a regulatory self-audit framework to oversee activities of the airlines.
Generally, the airline's functional departments consists of the office, planning accounting department, personnel department, production running center, flight operations division, engineering repair, sales and marketing department, production support, the office of importing aircraft , the law and audit department and others, mainly 10 departments.
References [1] Aviation Safety Office of General Administration of Civil Aviation of China, “Airline Safety Evaluation System (Revision) ” 2000, pp.10-40
[2] Qingfeng and Ruyi, “Airline safety evaluation based on fuzzy quantification method Ⅲ” Journal of China Civil Aviation University, 2009（2）

Influences of Climate Change on Reliability of Bridge Superstructure Huibing Xie a, Yuanfeng Wang b, Minghui Liu c School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China a Dragen1987@163.com, b cyfwang@bjtu.edu.cn, c mhliu09@bjtu.edu.cn Keywords: climate change; wind load; ambient temperature; time-variant reliability Abstract.
Journal of Computing in Civil Engineering. (2001), p. 27-34 [4] TRB,Potential Impacts of Climate Change on U.S.Transportation, Committee on Climate Change and U.S.
International Journal of Terraspace Science and Engineering.
China Civil Engineering Journal, Forum Vol 42-3 (2009), p.76-80(In Chinese)
J Compute Civil Engng, Forum Vol 15-1, (2001), p. 147-57

Strain Distribution on Reinforcement of Concrete Beams Reinforced with Glass Fiber Reinforced Polymer (GFRP) Bars Noor Azlina Abdul Hamid1,a, Rendy Thamrin2,b, Azmi Ibrahim3,c and Hanizah Abdul Hamid3,d 1Faculty of Civil and Environmental Engineering, Tun Hussein Onn University of Malaysia, Johor, Malaysia 2Civil Engineering Dept., Faculty of Engineering, Andalas University, Padang, Indonesia 3Faculty of Civil Engineering, MARA University of Technology, Selangor, Malaysia aazlinah@uthm.edu.my, brendy@ft.unand.ac.id, cazmii716@yahoo.com, dhanizah_ah@yahoo.com Keywords: strain distribution, reinforced concrete beams, GFRP bars, shear strength, stirrups Abstract.
Hollaway: A Review of the Present and Future Utilisation of FRP Composites in the Civil Infrastructure with Reference to their Important In-Service Properties, Constr.
Hollaway: The Evolution of and the Way Forward for Advanced Polymer Composites in the Civil Infrastructure, Constr.

Application for Quick Lime Improving Strength of Loess Subgrade Ping Li1, a, Huishan Li2,b, Hanqing Liu3,c and Xiuli Wang4,d 1,2,3,4 College of Civil Engineering, Lanzhou Univ. of Tech., No. 287 Langongping Street, Lanzhou; China aemail: liping@lut.cn, bemail: lihuish@126.com, cemail: liuhq2008@lut.cn, demail: wangxl9104@163.com Keywords: Quick lime; CBR; Subgrade; Collapsible loess; Water stability Abstract.
However, some designers or civil engineers have no enough knowledge for reinforcing mechanism and effect of quick lime on loess so that sometimes original designing plan of treatment with quick lime on collapsible loess may be revised and replaced by a new plan dealt with cement in the northwest regions of China.
Effect of quick lime on loess subgrade was analyzed and a dual linear regression equation of CBR was put forward in order to help civil engineers not only in designing method to be used in collapsible loess region, but also in construction technology of filling loess subgrade.
CBR varying with quick lime contents Regression analysis and application in field During loess subgrade construction, civil engineer will spend too long times to measure CBR of loess mixed with quick lime.

An Experimental Testing of Fillet Welded Specimens Martin Krejsa1, a*, Jiri Brozovsky1, b, David Mikolasek1, c,Premysl Parenica1, d, Libor Zidek2, e and Jaroslav Kozak3, f 1VSB-Technical University of Ostrava, Faculty of Civil Engineering, Department of Structural Mechanics, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic 2VSB-Technical University of Ostrava, Faculty of Civil Engineering, Laboratory of Building Materials, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic 3Vitkovice Power Engineering, Ruska 1142/30, 706 00 Ostrava – Vitkovice, Czech Republic amartin.krejsa@vsb.cz, bjiri.brozovsky@vsb.cz, cdavid.mikolasek@vsb.cz, dpremysl.parenica@vsb.cz, elibor.zidek@vsb.cz, fjaroslav.kozak@vitkovice.cz Keywords: Experimental test, Steel structure, Fillet weld, Numerical modelling, FEM, ANSYS Abstract.
Mikolasek, Numerical modeling and experimental investigation of masonry columns, Proceedings of 14th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, (2013)

Mechanical Behavior of Stabilizing Materials Using Silicate Mineral Powder Jin Woo Cho1, a, Ju Hyung Lee1, b, Eun Kyeong Choi2, c, Sung Wook Kim2, d * 1Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, Gyeonggi, Korea 2GI Co.
However, these minerals have a problem in that they feature a large change in volume and a wide range of strength due to their economic inefficiency and engineering heterogeneity.
To acquire technologies necessary to develop stabilized materials used for civil and architectural structures and damage prevention systems, this study presents methods for analyzing the material properties of silicate binder and inorganic hardening agent mixtures and how to compensate for their shortcomings.
On the other hand, silicate binder used for civil or architectural structures is an inorganic material based on a silicate mineral, and includes kaolin, illite, metakaolin, bentonite and chlorite.
Acknowledgement This research was supported by a grant (Development of life-cycle engineering technique and construction method for global competitiveness upgrade of cable bridges) from Smart Civil Infrastructure Research Program funded by Ministry of Land, Infrastructure and Transport (MOLIT) of Korea government and Korea Agency for Infrastructure Technology Advancement (KAIA).

College of Civil and Safety Engineering of Dalian Jiaotong University,116028,Dalian） （2.Dalian University of Technology, School of Civil Engineering and Hydraulic Resources, 116024, Dalian） Key words: asphalt mixture; creep behavior, ABAQUS, numerical simulation Abstract：This paper using ABAQUS software to do the numerical simulation research for trabecular bending creep test of asphalt mixture , system analysis the internal stress distribution and deformation characteristics of the specimen, comparison research the test results and the fitting results, eventually get the method of determining the parameters to simulate the asphalt mixture creep behavior.
Especially, the non-linear mechanics analysis of ABAQUS achieves the world leading level and extensive application in road engineering[4-6].
Journal of Materials in Civil Engineering.2004, 16(2):122-132
Research on viscoelastic parameters of bituminous mixture and their appli-cations[J].Journal of Zhengzhou University: Engineering Science, 2004, 25(4): 8-12
The application in road engineering[M].

Dynamic Analysis of Large Steel Structure Truss System Chuqun Wu1,2,a, Fan Wang1,b and Shaoyong Wang2,c 1Department of Mechanics and Civil Engineering, Jinan University, Guangzhou, Guangdong Province, 510632, P.R.
Structural design life is 50 years, Engineering anti-seismic categories for b, intensity for 6 degrees, anti-seismic measures intensity for 7 degrees, building structure security class for 1.
Shen: Structural Engineer, Vol. 21 (2005) No.6, pp. 81-84
Zhang: Computer Aided Engineering, Vol. 16 (2005) No.3, pp. 1-5(in Chinese)
[6] Shanghai Tonglei Civil Engineering Technology Co., Ltd: 3D3S Steel Structure Design Software (V10) (Shanghai Tonglei Civil Engineering Technology Co., Ltd, China 2009)