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Mechanics and Mechanical Engineering. 22 (2018) 727–737
Journal of Marine Science and Engineering. 9 (2021) 1–18
Key Engineering Materials. 927 (2022) 77–86
Open Engineering. 12 (2022) 477–484
Key Engineering Materials. 954 (2023) 157–165.

Experimental Study of Stress-strain Characteristics of the Fly Ash Blended with Curing Agent Zheng Shen1, a, Lan Zong1, b and Xiang Dong 1, c 1School of Architectural Engineering, Nanjing Institute of Technology, Hongjing Road 1#, Nanjing, Jiangsu P.R.
The material has been widely used in the civil building engineering and municipal engineering because of its good engineering properties [1-4].
Liu: West - China Exploration Engineering.
[8] JTG E40 (2007) Test methods of soils for highway engineering.
[9] JTG E51 (2009) Test methods of stabilized/solidified soil by inorganic cementitious materials for highway engineering.

Almushaili, "Artificial Intelligence," International Journal of Engineering Research and Applications, 12, https://www.ijera.com/papers/vol12no12/G12125257.pdf, 2022]
Al-Azawi, “Understanding of a convolutional neural network,” in International Conference on Engineering and Technology (ICET), Antalya, Turkey, 2017
Abdulameer, "Fingerprint classification model based on new combination of particle swarm optimization and support vector machine," International Journal of Civil Engineering and Technology (IJCIET), 9, 2018]
Dehuri, "Real-time online fingerprint image classification using adaptive hybrid techniques," International Journal of Electrical and Computer Engineering, 9, https://www.scopus.com/inward/record.uri?
Dolecek, “Evaluation of supervised machine learning classification algorithms for fingerprint recognition,” in Global Congress on Electrical Engineering (GC-ElecEng), Valencia, Spain, 2021, pp. 1-4

A Nonlinear Study on the Prestressed Structure of High Strength Concrete - Steel Fiber Concrete Huabin Wen 1, a, Yulin Zhan 2,b and Haibo Liu 2,c 1School of Mechanical Engineering,Sichuan University of Science&Engineering, Zigong 643000,China 2School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031, China aSichuanwhb@sina.com, bzhanyulin2002@163.com, cliuhaibo@swjtu.cn Keywords: High strength concrete; steel fiber concrete; nonlinear; finite element method Abstract:In the construction of high-rise buildings, large span structures and tall structures, the combinatorial design structure of high strength concrete, steel fiber concrete, prestressed tendon and ordinary steel bar is a main measure to bring the advantages of high strength concrete into full play.
In practical engineering, mechanical properties of high strength concrete are often improved by adulterating fiber in concrete.
Acknowledgements This work was financially supported by Project of the Department of Education,Sichuan Province(09ZC059),Specialized Research Fund for the Doctoral Program of Higher Education(20090184120033), Process Equipment and Control Engineering Key laboratory OpenFund Project at Sichuan Higher Learning Schools(gk201007) and Eleventh-Five-year Projects of National Science & technology (2008BADC4B15) References [1]Zhao Guofan, Structures of Higher Reinforced Concrete[M].
ANSYS numerical analysis of structural engineering [M].

Many foreign pilot scale or productive ANAMMOX reactors are under tests or engineering applications currently.
Quick start to cultivate ANAMMOX is the key for the ANAMMOX technology to be used in the engineering practice.
[J].Canadian Journal of Civil Engineering, Vol.37(3), 2010, pp312-319
[J].Chinese Journal of Environmental Engineering, Vol.4(2) , 2010, pp. 247-252. in Chinese
Information Technology and Agricultural Engineering [M] springer Berline Heridelberg,2012. in Chinese

Ajir6 1,3,4,5,6Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 UPM Serdang, Selangor Darul Ehsan, Malaysia. 2Faculty of Manufacturing Engineering, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Kuantan, Pahang Darul Makmur, Malaysia.
Many engineering applications and structures which use these composites are subject to impact loads that may compromise the structural integrity of the composites and will lead to failure.
Composite Materials and Mechanical Design, Mechanical Engineer’s Handbook, 2nd Ed., Myer Kutz, Ed., John Wiley & Sons, Inc., New York, 1998
MSc Lecture Notes on Composites, University of Manchester, School of Mechanical, Aerospace and Civil Engineering Composites, United Kingdom

Chancellor, Damage-free seismic resistant self-centering concentrically-braced frames, ATLSS Report 10-09, Advanced Technology for Large Structural Systems Engineering Research Center, Bethlehem, PA, United States, 2010 [2] M.R.
Hajjar, Large-scale cyclic and hybrid simulation testing and development of a controlled rocking steel building system with replaceable fuses, Report NSEL-025, Newmark Structural Engineering Laboratory, Urbana IL, United States, 2010 [3] X.
Blume Earthquake Engineering Center, Stanford, CA, United States, 2011 [4] L.
Gonner, Design concepts for damage-free seismic-resistant selfcentering steel concentrically braced frames, in: Structures Congress 2009, Austin, TX, American Society of Civil Engineers, Reston, VA, 2009, pp. 1421-1430 [9] D.A.
Eng., 141 (2014) 04014226 [11] DYWIDAG Systems International, DYWIDAG post-tensioning systems, Product Brochure, DYWIDAG Systems International, 2006 [12] Pacific Earthquake Engineering Research Centre (PEER), Open System for Earthquake Engineering Simulation v2.5.0 [Computer Software], 2016 [13] T.C.

Introduction Cement-mixed soil has been wildly applied to engineering projects like foundation treatment, anti filter wall of the dam, the consolidation of the slope, and so on.
To better explain the situation in practical engineering projects, erosion solutions are made in lab to simulate the practical erosion environment.
Engineering practices and in-lab tests all prove that the damage on soil comes mainly from the damage on shear strength.
The collection of geotechnical mechanics and engineering [C]. 1993.
Study on microstructure quantitative model and its engineering geological characteristics of clay soil[M].

A New Proposed Model to Estimate Compressive Strength of Brick Masonry Prisms Thaer M Saeed Alrudaini1,a* 1Department of Civil Engineering, College of Engineering, University of Basrah athaer.abdulhameed@uobasrah.edu.iq Keywords: Masonry, compressive strength, regression analysis, failure modes.
This render the second approach more accepted by practicing engineers.
Runger, Applied Statistics and Probability for Engineers, John Wiley & Sons, Inc. third edition, 2003
Lee, Shear capacity assessment of unreinforced masonry wall, in: The 13th World Conference on Earthquake Engineering, Canadian Association for Earthquake Engineering, paper 1698, Vancouver, Canada, 2004

School of Civil Engineering, Southeast University, Nanjing, 210096, P.R.
Chiha: Chemical Engineering Journal, Vol. 158 (2010) No.3, p.550 [9] Y.
Gogate: Chemical Engineering Journal, Vol. 156 (2010) No.1, p.77 [13] M.
Bremner: Chemical Engineering Journal, Vol. 152 (2009) No.2-3, p.498 [16] A.
Gogate: Chemical Engineering and Processing, Vol. 50 (2011) No.1, p.95