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Journal of Applied Engineering Science, Vol. 12 (1), (2014), pp 1-10 [5] S.
Bulletin of Civil Engineers. 5 (40) (2013), pp. 26-31 [6] Information on http://www.erec.org/ [7] Information on http://www.iea.org/ [8] Climate Change: Implications for EU pre-accession countries and role of civil society, Conference SEE Forum on Climate Change Adaptation.
Journal of Applied Engineering Science, Vol. 12 (2), (2014), pp 121-128 [15] D.
Journal of Applied Engineering Science, Vol. 12 (1), (2014), pp 37-44 [16] V.
Magazine of Civil Engineering. 8(34) (2012), pp. 4-14 [21] A.

Characterization of Natural Slip Materials Geologically Found in the North of the State of Rio de Janeiro, Brazil Zélia Maria Peixoto Chrispim1,a, Maria da Gloria Alves1,b, Luciana Lezira Pereira de Almeida2,c, Jonas Alexandre1,d, Afonso Rangel Garcez de Azevedo1,e, Ronaldo de Souza Araujo,f and Sergio Neves Monteiro3,g 1UENF - State University of the Northern Rio de Janeiro, LECIV – Civil Engineering Laboratory; Av.
Vinte e Oito de Março, 423, 28020-740, Campos dos Goytacazes, Brazil. 3IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro, Brazil.
The differential thermal analysis (DTA) was carried out in a model Engineering 300 BP equipment in the temperature interval from 25 to 1100°C with a heating rate of 2°C/min, followed by natural cooling.
American Society of Civil Engineering, 54 (1928) 555-568
D.Sc. dissertation in Civil Engineering, State University of the Northern Rio de Janeiro, Campos dos Goytacazes, Brazil, 2000

Short Term and Long Term Aging Effects of Asphalt Binder Modified with Montmorillonite Mohd Ezree Abdullah1,a, Kemas Ahmad Zamhari2,b, Rosnawati Buhari3,c, Mohd Nafarizal Nayan 4,d, and Mohd Rosli Hainin 5,e 1-3Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor, Malaysia 4Faculty of Electrical and Electronic Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor, Malaysia 5Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia aezree@uthm.edu.my, bkemas@uthm.edu.my, crosna@uthm.edu.my, dnafa@utm.my, emrosli@utm.my Keywords: montmorillonite, modified asphalt binder, rheology, aging Abstract.
World Journal of Engineering.
Journal of Materials in Civil Engineering.

Student, Dept. of Civil Engineering, University of New Mexico, MSC 01 1070, 1 University of New Mexico, Albuquerque, NM 87106, USA; Ph. (505) 363-6902. 2Ph.D.
Student, Dept. of Civil Engineering, University of New Mexico, MSC 01 1070, 1 University of New Mexico, Albuquerque, NM 87106, USA; Ph. (505) 489-7183. 3Associate Professor, Dept. of Civil Engineering, University of New Mexico, MSC 01 1070, 1 University of New Mexico, Albuquerque, NM 87106, USA; Ph. (505) 277-6083 amdislam@unm.edu, bmahmed@unm.edu, ctarefder@unm.edu Keywords: Asphalt concrete, Numerical analysis, Field instrumentation, Vertical Stress, Horizontal strain, Comparison Abstract.
Special thanks go to several Project Panel members namely, Robert McCoy, Pavement Exploration Section Head and Parveez Anwar, State Asphalt Engineer for his regular support, and suggestions.
Tarefder, Performance Evaluation of the Embedded Sensors in I-40 Pavement in New Mexico, 2nd International Conference for Sustainable Design, Engineering and Construction @ASCE, 2012, pp. 519-526

Terčelj: Analysis of the Main Types of Damage on a Pair of Industrial Dies for Hot Forging Car Steering Mechanisms, Engineering Failure Analysis 18, pp. 1143-1152, 2010 [3] B.
Zwierzchowski: A Review of the Degradation Mechanisms of the Hot Forging Tools, Archives of Civil and Mechanical Engineering 14, pp. 528-539, 2014 [5] Z.
Hawryluk: The Failure Mechanisms of hot Forging Dies, Materials Science & Engineering A 657, pp. 147–160, 2016 [6] M.
Brand: Optimized Plasma Nitriding Processes for Efficient Wear Reduction of Forging Dies, Archives of Civil and Mechanical Engineering 12, pp. 407–412, 2012 [10] T.
Brand: The Potential of Plasma Deposition Techniques in the Application Field of Forging Processes, Archives of Civil and Mechanical Engineering 12, pp. 284–291, 2012 [11] Material Data Sheet 55NiCrMoV7, S+C Märker GmbH, 2008

Study on Energy-Saving Renovation of Existing Heating Masonry-concrete Residential Buildings Hong Guo 1, a, Minfang Su 2,b , Xiaojun Jin 3,c 1.3.Department of Civil Engineering, North University of China, Taiyuan, Shanxi, 030051,China 2 The Institute of Shanxi Architectural Design and Research, Taiyuan, Shanxi, 030013,China aguohongh@yahoo.com, bguohongh2@163.com Keywords: masonry-concrete residential building; energy-saving renovation; building envelope; heat transfer coefficient.
Engineering cost, construction considerations and conditions of existing buildings are the major factors to determine which technology to choose.
Engineering practice shoes that thus waterproof membrane can extend the service life by 2 and above times and improve the durability of the roof structure.
It is a existing building with a new insulation roofing system, both energy-saving efficiency and engineering cost are high.
Reference [1] The Bureau of Construction of Shanxi: “Energy conservation design standard of civil building (heating residential buildings)” (DBJ04-243-2006), Shanxi Press. 2006

Muthupriya, and Venkattasubramani, Performance of self compacting concrete containing different mineral admixtures, KSCE Journal of Civil Engineering. (2013) 17 (2): 465-472
Series Materials Science and Engineering. 264 (1) (2017) 012008
Chindaprasirt, Use of rice husk-bark ash in producing self-compacting Concrete, Advances in Civil Engineering.
Abbasi, Effect of rice husk ash and water-cement ratio on strength of concrete, Civil Engineering Journal.
Ahmed, Long term effect of rice husk ash on strength of mortar, International Journal of Civil and Environmental Engineering. 4 (7) (2010).

Modern Training Process in Safety and Security Engineering MARIŠ Ladislav1,a*, FANFAROVÁ Adelaida2,b 1Department of Security and Safety Research, Faculty of Security Engineering, University of Žilina, Univerzitná 1, 010 26, Žilina, Slovak Republic 2Department of Fire Engineering, Faculty of Security Engineering, University of Žilina, Univerzitná 1, 010 26, Žilina, Slovak Republic aladislav.maris@fbi.uniza.sk, badelaida.fanfarova@fbi.uniza.sk Keywords: safety, security, IT simulation, augmented reality, virtual reality, rescue units.
Modern tools are one of the essential elements of a successful process readiness in safety and security engineering.
In the field of fire and civil protection it is very important to put high priority to the education of the members of Fire and Rescue Services.
The practical application of modern and innovative trends in the process of preparation, training and education of emergency responders can reduce the level of risk of failure, improve the safety of rescuers as well as safety of civil population.
Dubec, Design and Assessment of Shape of Protective Structure by Usage of CFD Software Environment Ansys Fluent, in: Durability of Critical Infrastructure, Monitoring and Testing, Proceedings of the ICDCF 2016, Lecture Notes in Mechanical Engineering, pp. 200-210.

With the development of the computer, the finite element software has been more and more widely used in civil engineering.
From the above the loading process analysis, it can be seen that the bearing capacity of LSSC can meet the demand of engineering and it is feasible in engineering.
In Chinese [4] Yuzhuo Wang, Chuanguo Fu, in: ABAQUS structural engineering analysis and explain examples, edited by China building industry press Publishing, Beijing (2010).

Mangeron, No. 59A, 700050, Iasi, Romania 2Technical University “Gheorghe Asachi” of Iasi-Romania, Faculty of Civil Engineering, Blvd.
Corrosion of reinforcing steel in concrete structures is one of the most expensive problems facing civil engineers in the world.
The tests carried out in the Institute of Building Engineering at Wroclaw University of Technology, although quite extensive, have not exhausted the full range of experiments to which the investigated composite should be subjected in order to have complete certainty that it can provide effective surface protection against corrosion for concrete.