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Promyshlennoe i Grazhdanskoe Stroitelstvo [Industrial and Civil Engineering], 3 (2017) p. 53-57.
Procedia Engineering 65 (2013), p. 33-38
International Journal of Civil Engineering, 13(4A) (2015), p. 400-410
Key Engineering Materials, 753 (2017), p. 315-320
RUDN Journal of Engineering Researches, 4 (2014), p. 84-89.

Candidate, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen 40002, Thailand. 2 Materials Scientist, Surface Design, Sydney NSW 2000, Asutralia. 3 Professor, Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002 Thailand, 4Associate Professor, Sustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen, 40002 Thailand, ap.toparkngarm@gmail.com, bt.cao@surfacedesign.com.au, cprinya@kku.ac.th, dvancsa@kku.ac.th * Corresponding author, Tel.:+66 43 202355 Keywords: Geopolymer concrete, High calcium fly ash, Shear capacity, Flexural capacity Abstract.

The cumulative damage model based on this theory established above is simple and convenient for engineering application.
Conclusions With the rapid development of the cause of building, for reinforced concrete structures, which is widely used in bridge engineering, port engineering, ocean engineering and infrastructure construction, more and more extensive have significant impact on the fatigue load effect.
Huang, Investigation of fatigue fracture properties of concrete, China Civil Eng.
Study on flexural fatigue behavior of cement concrete, China Civil Eng.
Song, Experimental study on fatigue behaviors of heavy-haul railway bridges, China Civil Eng.

A New Strain Based Sector Finite Element for Plate Bending Problems ABDERRAHMANI Sifeddine1,a *, MAALEM Toufik2,b, ZATAR Abdallah3,c and HAMADI Djamal4,d 1,3,4LARGHYDE Laboratory, Civil Engineering and Hydraulics Department, Biskra University, B.P.145.RP. 07000, Algeria 2Department of Civil Engineering, Batna 2 University, 05000, Algeria aabderrahmani_1989@yahoo.com, bt.maalem@univ-batna2.dz, cabdullah.zatargch@gmail.com, dd.hamadi@univ-biskra.dz Keywords: Analytical integration, Circular plate, Sector element, Strain based approach Abstract.
These make the model very suitable for several engineering applications.
University of Colorado at Boulder Department of Aerospace Engineering, 2013
Hamadi, "Analysis of structures by non-conforming finite elements", PhD Thesis, Civil engineering department, Biskra University, Algeria,2006, pp. 130 [13] Aghdam MM, Mohammadi M, Erfanian V.
[16] Abderrahmani S, Maalem T and Hamadi D; On Improved Thin Plate Bending Rectangular Finite Element Based On The Strain Approach, International Journal of Engineering Research in Africa, Vol 27, pp76-86, Dec 2016

Influence of Contact of Damaged Reinforced Concrete Beam and Strengthening Slab for Deformation and Resistance of Reinforced Element in the Long-Term Loading KRIZMA Martin1,a *, BOLHA Lubomir2,b, MORAVCIK Martin3,c, HOLUBEK Matus1,d 1 Institute of Construction and Architecture SAS, Dubravska cesta 9, 845 03 Bratislava, Slovakia 2 Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinskeho 18, 810 05 Bratislava, Slovakia 3 University of Zilina, Civil Engineering Faculty, Univerzitna 8215/1, 010 26 Zilina, Slovakia amartin.krizma@savba.sk, blubomir.bolha@gmail.com, cmartin.moravcik@fstav.unizask.sk, dmatus.holubek@savba.sk Keywords: linear concrete elements, non-strengthened and strengthened beams, strengthening by composite slab, short-term and long-term loading, type of contact, influence of time factor on deformation quantities and resistance of beams Abstract.
ATENA Engineering, Prague, Czech Republic, 2005
Bahleda, Resistance and Serviceability Characteristics of Strengthened Linear Concrete Elements, Engineering Buildings. 6 (2013) 118 – 123.
Bolha, Long-term Deformations of Reinforced, Strengthened, Linear Concrete Elements, in: Proceedings of the 13th International Conference on New Trends in Statics and Dynamics of Buildings, October 15-16, 2015, Bratislava, Slovakia, Faculty of Civil Engineering STU in Bratislava.
Bolha, Long-term Deformations of Strengthened Reinforced, Concrete, Linear Elements, Key Engineering Materials. 691 (2016) 51–60.

Civil Eng. 29 (2017)1-14
Civil Eng. 31 (2019) 1-11
Daek, Mechanical Properties of PP-Based Engineered Cementitious Composites, Int.
Civil Eng. 2019 (2019) 1-13
Daek, Experimental tests on the underwater abrasion of engineered cementitious composites, Constr.

Research on the engineering properties of fly ash as backfill Feng Wei1, a 1 Department of Construction Engineering, Yulin College, Yulin,Shanxi, 719000,China awl2582010@sohu.com Keywords: Fly Ash Material, Backfill,Laboratory Experiment, Loading test, Mix Proportion.
Conclusion Fly ash are actually very useful civil construction materials and have been used in different areas.
At the same time, the operation controllability of fly ash have been studied combined with specific engineering and provide a scientific reference for the similar engineering engineering.
Vol.4 (2001), p. 538 [3] Kun Gao, Li Tian, et al: Port Engineering Technology.
Vol.2 (2012), p. 53 [4] Xinghua Ju, Liya Zhao, et al: Subgrade Engineering.

Lecturer, Civil Engineering Department, Shri Ramdeobaba Kamla Nehru Engineering College, Nagpur, 440013, INDIA; email: raju_khapre@yahoo.co.in 2.
Assistant Professor, Civil Engineering Department, Indian Institute of Technology, Roorkee, UA, 333031, INDIA; email: pkgupfce@iitr.ernet.in KEY WORDS: Nosing, parallel computing, finite element method.
Gupta, A study of fold formation in axisymmetric axial collapse of round tubes, International Journal of Impact Engineering., Vol.27 (2002), 87–117
Khapre, An efficient parallel solver using matrix inversion method for linear and non-linear finite element analysis, Journal of Institution of Engineers, Civil Engineering Division, INDIA., Vol.86 (2005), 44-48
Advances in Mechanical Engineering Conference, New Delhi, (2006), 155-165

The Influence of High Temperatures and Time on the Material and Mechanical Properties of Cement Binder with Fly Ash Ondřej ZOBAL1,a*, Pavel PADEVĚT1,b 1Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, Prague 6, 166 29, Czech Republic aondrej.zobal@fsv.cvut.cz, bpavel.padevet@fsv.cvut.cz Keywords: Cement, fly ash, compressive strength, tensile strength, dynamic modulus of elasticity, temperature.
Acknowledgement This paper has been supported by the Faculty of Civil Engineering, Czech Technical University in Prague (TAČR project No.
Zobal, Use of fly ash in cement binder and concrete, PhD Thesis, Czech Technical University in Prague, Faculty of Civil Engineering. 2017
Reiterman, Fiber Reinforced Fly Ash Concrete and Extreme Fires, Key Engineering Materials 722 (2017) 12-17
Brabec, The effect of elevated temperatures and nuclear radiation on the properties of biological shielding concrete, Key Engineering Materials 677 (2016) 8-16

Faculty member Department of Civil Engineering N-W.F.P University of Engineering & Technology Peshawar, Pakistan 3.
Since there are a lot of uncertain and non-linear parameters related to occurrence of natural phenomenon, it becomes a time consuming job for the scientists and engineers to develop a physical or conceptual model.
Methodology The NEURO-SORT 3.0 (Neural Networks software for Water and Environmental Engineering) is used for the analysis.
This software is developed by the department of civil engineering, University of Kentucky.
[4] American Society of Civil Engineers (ASCE), Task Committee on Application of Artificial Neural Networks in Hydrology (2000a) ”Artificial Neural Networks in Hydrology I: Preliminary concept” Journal in Hydrologic Engineering. 5(2), 115-123.