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ICIE 2017 Procedia Engineering. 2017.
ICIE 2016 Procedia Engineering. 2016.
Magazine of Civil Engineering. 2017. 75(7).
Magazine of Civil Engineering. 2017. 72(4).
Magazine of Civil Engineering. 2017. 75(7).

The analysis of contractor’s risk clause based on the FIDIC construction contract GUO zhanglin1,a, HU yazhen2,b, LIU jun’e3,c 1 GUO Zhanglin ,Department of civil engineering , North China Institute of Science and Technology, East Yanjiao,Beijing,China,101601 2 Management science and engineering, Economic management institute, Hebei University of Engineering, Handan, China; 3 LIU Jun'e ,Information school ,Beijing Wuzi University, Beijing, China 101149 aemail:gg_zz_ll@163.com, bemail:15097694812@163.com cemail:zl-je@163.com Keywords: FIDIC; Construction contract conditions; Construction contract Contractor Risk clauses; Reasonable distribution Abstract: Contractors for the construction of the risk in the contract clause clear analysis is an important content of construction project risk management.
Owners, contractors and engineers should fully communication, close cooperation.
International engineering contract management [M].
The study of the engineering project risk sharing and contract change [J].
Large civil engineering project insurance [M] Liang gui-fang.

Analysis of Sinking Mechanism and Finite Element for Static Pile in Collapsed Loess Region TIAN Zhi-hui1，a, WANG Yao-jun1, HUANG Xue-feng2 1 Gansu Third Construction Group Corporation, Lanzhou 730030, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China adjhua512@163.com Keywords: collapsed loess; static pile; pile sinking mechanism; test; finite element method Abstract.
Through analysis and engineering practice, static pile is found to have a good prospect in collapsed loess region.
Introduction With the national economic development, civil engineering construction has enjoyed rapid development, high-rise buildings rise straight from the ground like mushrooms.
Carry out finite element simulation by using the engineering examples in literature [6].
The loess mechanics and engineering[M].

Causes and Control of Crack in Residential Building Designing Jing YAN1,a, Hong YANG1,b and Feng LIU2,c 1School of Architecture and Civil Engineering; Xihua University; Chengdu China 2 School of Architecture and Civil Engineering; Xihua University; Chengdu China a buxiu0401@163.com, by.h.123@163.com, cwindliufeng@yeah.com Keywords: crack residential buildings design control measures Abstract: With the development of commercial concrete, the problem of crack has become a difficulty puzzling the engineers.
Therefore, in the practical engineering design, we should mainly strengthen it by structural measures, as shown in Figure 3,4.
When the crack width is very close to the specification limits, steel bar the engineers used are thick and less.
Fig.5 Beam hole additional steel bar (7) When setting software options, engineering data should be selected based on practical engineering, paying attention to the options easy to cause cracks.
Engineering structural cracks[M].

Physical and Mechanical Properties of Dipteryx odorata (Aublet) Willd Diego Henrique de Almeida1, a, Eduardo Chahud2, b, Fabiane Salles Ferro3, c, Sabrina Fernanda Sartório Poleto3, d, Tiago Hendrigo de Almeida3, e, André Luis Christoforo4, f and Francisco Antonio Rocco Lahr 3, g 1Pontifical Catholic University of Minas Gerais (PUC/Minas), Department of Engineering Civil, Poços de Caldas Campus, Brazil 2FUMEC University, Brazil 3Wood and Timber Structures Laboratory (LaMEM), Department of Structures Engineering (SET), São Carlos Engineering School (EESC), São Paulo University (USP), Brazil 4Department of Engineering Civil (DECiv), São Carlos Federal University (UFSCar), Brazil aalmeida@pucpcaldas.br (Corresponding Author), bechaud@gmail.com, cfsferro@usp.br, dsabrina.poleto@gmail.com, etiago.hendrigo@gmail.com, falchristoforo@yahoo.com.br, gfrocco@sc.usp.br Keywords: Mechanical Properties; Physical Properties; Timber Structures; Wood.
Materials and Methods Tests were carried out in Wood and Timber Structures Laboratory (LaMEM), Structural Engineering Department (SET), São Carlos Engineering School (EESC), São Paulo University (USP).
Acknowledgments Authors thank to Wood and Timber Structures Laboratory (LaMEM), Structural Engineering Department (SET), São Carlos Engineering School (EESC), São Paulo University, by the materials and resources used in this research.
Ferro: OSB wood panel of Schizolobium amazonicum with polyurethane resin based-castor oil: the technical feasibility of production, São Carlos, 2013, p. 101 (Master’s Dissertation, School of Engineering of São Carlos, USP) [5] F.H.

They have various compositional and structural qualities, and then depending on that, they can be used in construction and civil engineering applications.
Journal of Materials in Civil Engineering, 16(3), 230–236
Advances in Civil Engineering, 2011, 1-13
Journal of Materials in Civil Engineering, 16(1), 20–27
Journal of Civil Engineering and Management, 19, 113-120.

Research on quantification of airline SMS security risk assessment Rong Shi1, a ,Mingjie Li2,b 1 School of Flight Technology Civil Aviation Flight University of China, Guanghan, Sichuan, 618307, China 2 School of Air Traffic Management Civil Aviation Flight University of China, Guanghan, Sichuan, 618307, China ab0_00@126.com, blmj102519@163.com Keywords: Airline, Safety Management System, Risk Assessment, Fuzzy Comprehensive Evaluation.
Acknowledgement This work was supported by youth fund of civil aviation flight university of China（Q2011-04） References [1] Y.G.
China Civil Aviation.
Journal of Transportation Systems Engineering and Information Technology.

Intelligent Control Method for Aircraft Deicing FluidTemperature Based on A New Adaptive Smith Predictor Zhiwei Xing1, a, Bingjun Ding2,b 1 Ground Support Equipment Research Base, CAUC No.2898,Dongli District, Tianjin, 300300, China 2 Aeronautical Automation College, Civil Aviation University Of China, Tianjin ,300300, China azhiweixing@yahoo.cn, bdingbing31@yahoo.cn Keywords: Aircraft deicing fluid; Intelligent control; Adaptive smith; Fuzzy control.
By establishing the mathematical model of Aircraft Deicing Fluid rapid heating system and simulating for the model obtain the simulation results, which have shown that the method is effective, can improve the qualities of control and enhance the stability of temperature control system significantly. 1 Introduction Aircraft deicing vehicle is important to aviation in the winter deicing operations support equipment, the device performance is the key factors to the winter of civil aviation operational safety and efficiency, In recent years, domestic and international airports are beginning to introduce new thermal aircraft de-icing vehicles, it calls for on the process of the de-icing liquid spray or fluid achieving real-time heating, and real-time control the liquid outlet temperature[1],therefore, the response speed and stability of the rapid heating deicing fluid system will become the key technologies affect the capability of the equiment operational de-icing and the efficiency of
This paper is planning and referable to rapid heating system of deicing or other similar control systems. 5 Acknowledgements This research is funded by the National Natural Science Foundation of China and Civil Aviation Administration of China under grant 60879020, 60939001.
References [1] Qin Z G, Xing Z W, Gao Q J: Research of civil aircraft deicing technology[R].
[3] Chen B ,Sun J G: Design and Implementation of Heating and Monitoring System for Aircraft Deicing Liquid[J].Control Engineering of China,2010,17(1):95-97

This conclusion has been validated in Austria [1] and in a trial section of railway track with the asphalt layer laid by the Department of Railway Structures, Faculty of Civil Engineering, CTU in Prague, in Pilsen in 1972 [6].
Application of Asphalt Concrete Based on R-material in the Track Bed R-material is acquired during the process of recycling pavements in road engineering.
Research focused on application of asphalt concrete made completely of R-material, as construction layer in track bed, has recently been conducted at the Department of Railway structures, Faculty of Civil Engineering, CTU in Prague since 2011.
There are no technical standards for the application in the field of railway engineering in the Czech Republic.
The laboratory tests were done in the Road Laboratory of the Faculty of Civil Engineering at CTU in Prague.

Abdulrahman1, a, Mohammad Ismail2, b, Mohammad Sakhawat Hussain3, c 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM, Johor Bahru, Johor, Malaysia/ Mechanical Engineering Department, Federal University of Technology, P.
B. 65, Minna, Niger State, Nigeria. 2Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM, Johor Bahru, Johor, Malaysia. 3Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 UTM, Johor Bahru, Johor, Malaysia.
In a time when significant amount of funds in the transportation industry are going towards repairing, retrofitting and rehabilitating current concrete infrastructures, it become critically imperative that engineers emphasize durability and long-term performance of concrete.
The specimens were removed after 7, 28, 90 days of curing and subjected to compressive strength testing (as per British Standard BS1881: Part 116: 1983) using an AIMIL compression testing machine of 2000KN capacity at the Structure and Materials Laboratory, Faculty of Civil Engineering, UTM (Fig. 1).
We are immensely grateful to all the technicians at the Structure and Materials laboratory, Faculty of Civil Engineering and Staff of Chemical Engineering pilot plant (CEPP), UTM, for their support.