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Study on the Properties of Sand Sheet Asphalt Mixture Using Old Road Pavement Milling and Asphalt Emulsion I NA Thanaya1,a*, I GR Purbanto2,b, I MSJ Negara3,c 1,2,3 Civil Engineering Department, Udayana University, Bali, Indonesia a aryathanaya@ymail.com, *corresponding author b rakapurbanto@gmail.com c suryajapanegara@gmail.com Keywords: sand sheet, RAP, emulsion, creep, fatigue Abstract.
[7] Putra, D.S.A, Preliminary Report, Master Degree Thesis, Civil Engineering Post Graduate Program, Udayana Univeristy, Bali, 2015
[15] Thanaya, I N.A., Review and Recommendations of Cold Asphalt Emulsion Mixtures (CAEMs) Design, Journal of Civil Engineering Science and Application: Civil Engineering Dimension.

Wittmann 2, 3, b , Tie-jun Zhao2, c , Fu-xiang Jiang 1, 2, d 1 School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China; 2 Centre for Durability, Maintenance and Repair, Qingdao Technological University, Qingdao 266033, China; 3 Aedificat Institute Freiburg, Freiburg, Germany awanxiaomeiqj@126.com, bfhw@aedificat.de, cztjgp@263.net, d jiangfux@sohu.com Key Words: chloride diffusion, capillary suction, carbonation, combined actions.
Journal of Materials in Civil Engineering, February (1999), p. 58-65 [5] M.
Jouanal of Materials in Civil Engineering, May (1996), p. 63-69 [6] K.
Journal of Materials in Civil Engineering, May/June (2005), p. 264-275 [8] S.

Aeronautical Engineering, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, Malaysia aistaz@utm.my, bkannan3@live.utm.my Keywords: RVSM, airspace safety Abstract.
This paper uses the trend for year 2010 and 2011 data provided by the Department of Civil Aviation of Malaysia in the analysis.
The International Civil Aviation Organization (ICAO) at its fourth meeting in 1980, its Review of General Concept of Separation Panel (RGCSP) committee concluded that there are potential benefits of reducing the vertical separation minima above FL290 from 2000ft to 1000ft (i.e. 300 m).
References [1] Manual on Implementation of a 300 m (1 000 ft) Vertical Separation Minimum Between FL 290 and FL 410 Inclusive, ICAO Doc 9574, 2002 [2] Operating Procedures and Practices for Regional Monitoring Agencies in Relation to the Use of a 300 m (1 000 ft) Vertical Separation Minimum Between FL 290 and FL 410 Inclusive, ICAO Doc 9937, 2010 [3] Kexi Z., Jun Z., Xuejun Z., "Research on ADS-B Geometric Height Information for Height Keeping Performance", 3rd International Conference on Advanced Computer Theory and Engineering Surveillance, 2010 [4] Moek G., Lutz E., Mosberg W.

Study on Loading Method of Multi-factor Durability Test about Concrete in the Atmospheric Environment Jiangang Niua, Boxiao Lib, and Zhen Zhangc 1School of architecture and civil engineering, Inner Mongolia University of Science & Technology, Baotou 014010, P.R.
While it is not conform to reality that the actual engineering bears the damage of multiple factors, mechanics, environmental change and the interaction among them.
Fig. 8 The loading way of specimen Conclusion It is a hot issue in civil engineering that many factors affect the durability of concrete structure.
Journal of Hydraulic Engineering,1995, (2): 40-45
Research and application of durability in hydraulic engineering concrete [M].

Rusting Model of Steel Reinforcing Bars The hydrostructures concrete members are different from those used in civil engineering, which are always outdoor where the humidity is high, sunlight is strong, concrete carbonize easily, and steel reinforcing bars rust more easily .
Although the corrosion protection is much more thick than those used in civil engineering, the rust of steel reinforcing bars is very severe for the long-time working.
The calculating results are very close to the engineering practice.

Anti-overturning Stability Numerical Analysis of Single Column Bridge Xianmin Zhang a and Bin Dong b Airport College, Civil Aviation University of China, Tianjin, China acauczxm@126.com, bdb_200571@126.com Keywords: single column bridge; overturning; the bearing disengaging; stability.
Yang, Analysis of influence factors of structure stability for single-column pier continuous girder bridge, Highway Engineering, 6 (2011) 110-114
Liu, Overturning stability analysis of curved box girder bridge, Journal of Traffic and Transportation Engineering, 3 (2004) 78-81
He, ANSYS Civil Engineering Application Example, third ed., Water Conservancy and Electricity Press, Beijing, 2011

School of Civil Engineering, Lanzhou Jiaotong University.
Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province.
Bonding steel plates is widely applied in engineering as a strengthening method.
Civil.

Corrosion Behavior of Rebar HPB235 in NaCl Solution Ying Wang 1, a 1Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China aeappol@163.com Key Words: Rebar HPB235, Corrosion behavior, Corrosion rate, Mechanical properties Abstract: The corrosion behavior of rebar HPB235 in 1.5wt.% NaCl solution was studied and its mechanical properties were tested before and after corrosion.
Introduction The research on the duration of concrete structure has been an important project in the field of civil engineering at present.
Nevertheless, in practical corrosion environment, the corrosion of rebar occurs at different extent, which leads to the weakening of concrete and ceaseless engineering accidents [4, 5].

Analysis of Ultralong Friction Pile based on gradient dependent nonlocal friction model Xiaoyan Luo1,a, Weiping Liu2,b 1 School of Civil Engineering and Architecture, Jiangxi Science & Technology Normal University, Nanchang, 330013, China 2 School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China aluoxiaoyan2@126.com, bwpliu@126.com Keywords: Gradient theory.
In order to include the effect of contact surface to friction, a nonlocal friction model[1][2] is introduced to analyze mechanic characteristics in engineering problems.

Life Prediction in Two Types of Cracks at Eye-Bars of the Cantilever Bridges FEIER Anamaria1, a*, PETZEK Eduard2, b, HERNEA Silvia 3, c 1INCERC, Traian Lalescu 2, Timisoara, Romania, Asociatia de Sudura din Romania 2University Politehnica, Faculty of Civil Engineering & SSF RO, Traian Lalescu 2, Timisoara, Romania 3University Politehnica, Faculty of Civil Engineering, Traian Lalescu 2, Timisoara, Romania a anamaria_butisca@yahoo.com.au, bEPetzek@SSF.RO , c rominu_silvia@yahoo.com Keywords: steel bridge, cracks, life prediction Abstract: A failure of eyes bar or pin leads to the collapse of the whole structure.
Engineers of that time were aware of the beneficial statically behavior of the continuous beam.