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Spišák, Joining the car-body sheets using clinching process with various thickness and mechanical property arrangements, Archives of Civil and Mechanical Engineering, DOI:10.1016/S1644-9665(12)60179-4, Volume 11, Issue 1, 2011, Pages 135-148, ISSN 1644-9665 [10] E.
Engineering Congress and Exposition 31.10-6.11.2008, Boston, Massachusetts USA, Science and Technology of Welding&Joining, June 2015, https://doi.org/10.1179/1362171815Y.0000000021 [18] K.H Park, B.
Oancă, a.o., FSW-US Hybrid Process Joining of Engineering Materials, Key Engineering Materials, ISSN 1662-9795, Vol.890, pp.47-55, 2021

Li1, b 1 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China a lanchengming@hit.edu.cn, blihui@hit.edu.cn Keywords: Stay cable; Corrosion; Fatigue; Weibull distribution.
General corrosions of the wires were determined by the mass loss based on the pickling method in Testing Code of Concrete for Port and Waterway Engineering (JTJ 270-98).
Engineering Fracture Mechanics.
Extreme values and related models with applications in engineering and science.

Eltamaly3,c 1,2,3King Saud University, College of Engineering, Electrical Engineering Department, P.
Balance of station: foundation/support structure, transportation, roads, civil work, assembly/installation, electrical interface/connections and engineering permits.
World Academy of Science, Engineering and Technology 49 (2009) 734 – 740 [6] A.

Numerical Analysis of Passive Microclimatic-modifying Effects of a Moist Void-brick Wall Jiang He1,a and Kaiqiong Liu2,b 1College of Civil Engineering and Architecture, Guangxi University, China 2Guangxi University Library, China akakohejiang@gxu.edu.cn, b1462917542@qq.com Keywords: Passive cooling; Void brick; Evaporation; Microclimate; Thermal comfort; Coupled simulation.
Journal of Architecture, Planning and Environmental Engineering (Transactions of AIJ).
Journal of Architecture, Planning and Environmental Engineering (Transactions of AIJ).
Kato: Modeling flow-induced oscillations in turbulent flow around stationary and vibrating square cylinder”, ASME Fluid Engineering Conference (1993), pp.20-24

Mechanical Behaviors of HDPE Fiber Reinforced Cement Mortar Trithos Kamsuwan1,a, Taweechai Amornsakchai2,b, Toemsak Srikhirin3,c 1 Materials Science and Engineering Program, School of Materials Science and Engineering, Faculty of Science, Mahidol University, Rama 6 Road, Bangkok 10400, Thailand 2Department of Chemistry, Faculty of Science, Mahidol University, Phuttamonthon 4 Road, Salaya, Nakhon Pathom 73170, Thailand 3Department of Physics, Faculty of Science, Mahidol University, Rama 6 Road, Bangkok 10400, Thailand a skamsuwan@yahoo.com, b taweechai.amo@mahidol.ac.th, c toemsak.sri@mahidol.ac.th Keywords: Mechanical Behaviors, High Density Polyethylene (HDPE) Fiber, Reinforced, Cement Mortar Abstract.
The usefulness of fiber reinforced cement composites in various civil engineering applications is undeniable.
Acknowledgements Author would like to thank faculty of science, Mahidol University and faculty of engineering, Siam University for providing supporting machines and materials for this study.

1D Compressibility of High Moisture Content Clays Solidified with Small Cement Dosages Mohammed Mansoor Gubran1,a, Chee-Ming Chan1,b* 1Faculty of Engineering Technology, University Tun Hussein Onn, 86400 Parit Raja, Johor, Malaysia ammansoor.gubran@gmail.com, bChan@uthm.edu.my Keywords: 1D Compressibility, yield stress, dredged marine soil, kaolin, solidification.
Bearing in mind the destructive environmental impacts of the DMS open water disposal, a recycling can be considered as a practicable alternative in view of the limited resources for civil engineering constructions in many countries.
Lee, “Physicochemical and Engineering Behavior of Cement Treated Clays,” J.
Suratkon, “1D Compressibility of DMS treated with cement-GGBS blend,” in The 9th International Unimas Stem Engineering Conference (ENCON 2016), 2017, vol. 87, p. 7.

Sorensen, Ph.D.1, a *, Trevor White, E.I.T.2,b 1Department of Civil & Environmental Engineering, Idaho State University, 921 S. 8th Ave., Stop 8060, Pocatello, ID 83209-8060, U.S.A. 2 Axiom PLLC, 121 N. 9th Street, Suite 401, Boise, ID 83702, U.S.A.
The susceptibility of masonry to weathering, thermal expansion, thermal contraction, and fatigue are common issues engineers must face in order to ensure the longevity of mason work.
Consequently, the growing desire to provide lasting structures has caused a drive in research to provide new engineering materials which increase the out-of-plane flexural strength of masonry.
Li, Polyvinyl alcohol fiber reinforced engineered cementitious composites: material design and performance.

Furthermore, the allografts are preserved by the bone banks which frequently can’t supply the civil and military hospitals requirements.
The hard tissue engineering provides viable solutions considering the bone reconstruction by designing and elaboration of advanced biocompatible materials to manufacture alloplastic grafts.
Kevorkijan, Low cost aluminium foams made by CaCO3, Particulates, Metallurgical and Materials Engineering 16 (2010) 205-219
Layrolle, K. deGroot, Macroporous hydroxyapatite scaffolds for bone tissue engineering, Wiley Periodicals 109 (2002) 634-650
Olei, Structural analysis of PM hydroxyapatite-based biocomposites elaborated by two-step sintering, Proceedings of the 9th International Conference on Materials Science and Engineering BRAMAT (2015) 119-124.

Currently, the constructed wetlands have been used to control the lakes that are polluted and lost the capability of natural recovery and to keep the stability of reservoir water and other engineering projects.
With the ecological technology or ecological engineering, people can change and eliminate the unfavorable factors that restricted the development of wetland's ecosystem, reproduce the structure and function of pre-disturbance, restore wetland's related physical, chemical and biological characteristics, and make Ruian healthy development.
Water and Wastewater Engineering. vol. 27 (2001), p. 35-36.
Journal of Harbin University of Civil Engineering and Architecture.vol. 32 (1999), p. 88-92.

., Dnipro, 49005, Ukraine 2Department of Automation, Electrical Engineering and Computer-Integrated Technologies, National University of Water Management and Nature Resources Use, 11 Soborna St., Rivne, 33028, Ukraine alvg.nmu@gmail.com, bsaik.nmu@gmail.com, cpetlyovany@ukr.net, dkateryna.sai@gmail.com, emalanchykez@mail.ru Keywords: Rock Massif, Geological Fault, Hanging and Foot Walls, Stress-Deformed State.
It is obvious that the mining in the tectonic faulting zones makes the workings too dangerous and requires the preliminary engineering investigations to detect them [10].
Empirical Software Engineering, 8(3), 255-283
Archives of Civil and Mechanical Engineering.