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Durable Architectural and Decorative Powder-Activated Concrete Using Waste-Crushing Stone Rocks Sergey Victorovich Daletsky, Yuri Mikhailovich Kolitievsky, Victor Vasilievich Nikonov, Nikolay Nikolaevich Sirotin, Vladimir Vladimirovich Yudaev The State Scientific Research Institute of Civil Aviation, Moscow, street Michalkovskaya, 67, 125438, Russia, Ulyanovsk institute of civil aviation, Russia, Mozhayskogo, 8/8, building. 1, Ulyanovsk, Ulyanovsk region., 432071 Email: gosniiga@gosniiga.ru Keywords: powder-activated concrete, stone, rocks, building solution, self-compacting concrete, architectural forms.
W., Engineering properties of commercially available concretes hichstrengt // Portland cement association.
Complex processing of phosphogypsum - A way of recycling dumps with reception of commodity production of wide application (2018) Journal of Ecological Engineering, 19 (2), pp. 221-225
Engineering formation of a nuclear power plant safety system (2018) International Journal of Mechanical Engineering and Technology, 9 (10), pp. 1406-1414

Conceptual Framework for Optimizing the Dispersed Composition of Cement Systems Evgeny Velichko1,a* and Nikolay Vatin2,b 1Moscow State University of Civil Engineerig, Yaroslavskoe shosse, 26, Moscow, 129337, Russia 2Peter the Great St.
All tests were carried out using research equipment of The Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering.
References [1] Dykin I.V., Velichko E.G., Eremin A.V., Multilevel Modified Cement Systems, Bulletin of Construction Engineers, 4 (57), 111–114 (2016)
Engineering Science, 7-8 (29-30), 44-47 (2014)
Saltykov A.A, Bekmansurov M.R., Directional control of the structure and properties of gypsum compositions, Advanced materials in construction and mechanical engineering, 60-67 (2014)

This article, according to engineering geological exploration and mapping data of landslides, describes the characteristics of a typical landslide in eastern Menyuan Basin, the main landslide body, the surface of rupture and the base of the landslide.
SIGMA/W, one component in a complete suite of geotechnical products called GeoStudio and developed by GEO-SLOPE/W International, Ltd., is a finite element software product that can be used to perform stress and deformation analyses of earth structures and has application in the analysis and design for geotechnical, civil, and mining engineering projects[7].
Yanhui: submitted to Chinese Journal of Rock Mechanics and Engineering (2007) [2] W.
Dingcheng: Century achievement of engineering geology in China (Science Press, Beijing 2004)
An Engineering Methodology.

Quantifying Consequences of Land Use and Rainfall Changes on Maximum Flood Peak in the Lower Nam Phong River Basin Kittiwet Kuntiyawichai1,a*, Winai Sri-Amporn1,b, Chadchai Pruthong1,c 1 Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Thailand a kittiwet_k@hotmail.com, b winsri@kku.ac.th, c p.chatchai@kkumail.com Keywords: Land use change, Rainfall change, hydrological processes, HEC-HMS, rainfall-runoff modelling Abstract.
[7] US Army Corps of Engineers (USACE), Hydrologic Modeling System (HEC-HMS): User’s manual, US Army Corps of Engineers, Hydrologic Engineering Center.
Missimer, Arid lands water evaluation and management, environmental science and engineering, Springer-Verlag Berlin Heidelberg, 2012

Amplification Effect of Near-Fault Vertical Ground Motions on Horizontal Deformation Response of structures Yin Jiang1, a, Zhou Xian-yan1,b, Yin Jian1,c 1 College of Civil Engineering and Mechanics, Central South Universityof Forestry and Technology, Changsha, Hunan, 410004, China ayinjiang2001@yahoo.com.cn, b zxy560805@163.com, ccsuyj700930@163.com Keywords: Near-fault; Vertical effect; Deformation Response Near-fault.
Xiao-wang, et al.: Aseismic Engineering, (China Architecture & Building Press, Beijing 2000)
Journal of structural engineering, Vol. 114, No. 8 (1988), p. 1104-1127 [5] J.
Earthquake Engineering and Structural Dynamics, Vol. 32, No. 15, (2003) , p. 2425-2450 [7] S.
Journal of Bridge Engineering, Vol. 13, No. 3 (2003), p. 283-290

Some of the interferometric fiber-optic sensors have been successfully commercialized and commonly used for composite material health monitoring, large civil engineering systems (e.g. bridges and dams), rockets, and aircraft, etc., leading to the creation of so-called intelligent materials and structures [2].
[16] Dalya A Mohammed, Makram A Fakhri, Abdulhadi Kadhim, Reduction the Corrosion Rate of 304 Stainless Steel using Pulsed Laser Shock Penning Method, IOP Conference Series: Materials Science and Engineering 454(1) (2018) 012162
Abdulrazzaq, Evan T Saleem, Inexpensive Near-IR Photodetector, Turkish Journal of Physics 30 (2006) 35-39 [19] Reem Mohammed Ibrahem Al-Zubaidi, Biomedical Nanoparticle Sensor using Photonic Crystal Fiber, M.Sc.thesis Al-Nahrin University, Laser and Optoelectronic-Engineering, Baghdad, Iraq (2014)
Halboos, Evan Tareq Salim, Silver Doped Niobium Pentoxide nanostructured thin film, Optical Structural and Morphological Properties, IOP Conference Series Materials Science and Engineering 454(1) (2018) 012174
Fakhry, Synthesis of Bi2O3 films, studying their optical, structural, and surface roughness properties, IOP Conference Series Materials Science and Engineering 454(1) (2018)012160

The design of piezoelectric transducer for structural health monitoring using longitudinal vibration modes Xinglong Liu1,a, Zhongwei Jiang1,b 1 Department of Mechanical Engineering, Engineering Faculty, Yamaguchi University 2-16-1, Tokiwadai, Ube, 755-8611,Yamaguchi, Japan a k006wc@yamaguchi-u.ac.jp, bjiang@yamaguchi-u.ac.jp Keywords: structural health monitoring, PZT transducer, impedance, longitudinal mode Abstract.
Introduction The truss-type structure is a typical structure widely used in civil infrastructures such as bridges, high-rise structures and so on.
Chonan: Transcations of the Japan Society of Mechanical Engineers: C, Vol. 67 (2001), p.2580 [5] Z.W.
Takeuchi: Transaction of the Japan Society of Mechanical Engineers: C, Vol.69 (2007), p. 586 [6] T.
SeiTou: Fundamental of Engineering Vibration (You Ken Dou Press, Japan, 1977)

Research on CO2 Corrosion Rate Prediction of Gathering Pipelines Considering the Effect of Oil Yuanpeng Cheng1,a, Zili Li1, Qianqian Liu1,b 1College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao266555, Shandong, China axianxin909@sina.com, bliuqian4824@sina.cn Keywords: gathering pipelines; oil impact; CO2; corrosion; prediction model Abstract.
Ruschau: Engineering Failure Analysis, Vol. 28 (2013), P.149-159
Tang: Chemical Engineering Science, Vol. 73 (2012), P.334-344
[23] Lili Sun, Yi Su and Rui Jia: Ordnance Material Science and Engineering, Vol. 35 (6) (2012), P.14-17
Yousif: Journal of Engineering, Vol.18 (7) (2012), P.876-885.

Research on Shallow Buried and Large-Span Tunnelling Undercrossing a Highway Chunyang LIU 1, a, Jian LI 1, b and Zhongsheng TAN 1,c 1 School of Civil Engineering and Architecture BeiJing Jiaotong University BeiJing, China, 100044 alcy05231016@126.com, bphdjianli@163.com, czstan@vip.sina.com Keywords: Shallow burying mining; Undercrossing construction; Loess tunnel; Field monitoring; construction optimization Abstract.
The test was carried out in cooperation with The Second Survey and Design Institute of China Railway, Senior Engineer YAN Jianming helped a lot in the experimental design and Engineer Zhang Yunhuo, from LTA, is thanked for constructive reviews of this paper.
“The construction process simulation of underground structure,” Chinese Journal of Rock Mechanics and Engineering, vol.18,pp.558–562.May 1999
[6] ZHANG Jianguo,WANG Mingnian,LIU Dagang, “Comparison of different working procedures by CRD method for shallow-buried subsea tunnel excavation,”Chinese Journal of Rock Mechanics and Engineering,vol.26,pp.3639–3645.February 2007.
SHI Cheng-hua,PENG Li-min,HUANG Juan, “Stratum deformation caused by different tunnel excavation steps,” Chinese Journal of Geotechnical Engineering,vol.30,pp.:1303–1308.

Composites Part B: Engineering, 10(2016) 228-239
Borri, Artificial Ageing of Mortar Prisms Reinforced through Steel, Glass and Organic Fibres, Key Engineering Materials 624 (2015)542-550 [12] F.
Composites Part B: Engineering 143 (2018) 230-242 [13] G.
Composites Part B: Engineering 152 (2018)43-57 [17] E.
Basalt-based fiber-reinforced materials and structural applications in civil engineering.