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Civil and Build.
Pavlov, Foundations of engineering computation the mechanisms parts on fatigue longevity strength, Mashinostroenie, 1988 (in Russian)
Desmorat, Engineering damage mechanics: ductile, creep, fatigue and brittle failures, 2005
Simankina, The service life estimation method for the structural elements of residential buildings, Magazine of Civil Engineering, 7 (2013) 40-42.

Usually the allowable deflection values are between L/250 – L/300 [2] in civil engineering and more severe in bridges, where the recommended values are between L/500 – L/2000, or even more at bridges on the high speed lines.
The SSF engineers are convinced that the construction method, as it is brought on the market by us – the VTR® – shall impose itself.
As a guide value, for , it can be taken 0,25 – 0,30 in Civil Engineering and 0,5 in bridges.

Development and Characteristics of Infra-Lightweight Foamed Concrete Hussein Al-kroom1,a*, Mohamed Abd Elrahman2,b 1Department of Civil Engineering, The University of Jordan, Amman 11942, Jordan 2Structural Engineering Department, Mansoura University, Mansoura City 35516, Egypt ah.alkroom@ju.edu.jo, bmohamedattia@mans.edu.eg Keywords: Lightweight Foamed Concrete, Thermal Conductivity, Microstructure Analysis.
Due to distinctive properties of foamed concrete, it can be applied in many civil engineering areas such as filling insulation, lightweight blocks, thermal and acoustic insulation, trench reinstatement and soil stabilization [3].

Study on Damping of Reinforced Concrete Materials and Members Qiaojuan Leng 1,a jiang Qian 1,b Yibin He 2,c 1 College of Civil Engineering, Tongji University, Shanghai 200092, China 2 College of Civil Engineering, Hunan University, Changsha 410082, China a lengqiaojuan1983@163.com bjqian@mail.tongji.edu.cn chyb2035@yahoo.com.cn Key words: damping energy dissipation; damping ratio; damping energy dissipation coefficient Abstract.
Earthquake Resistant Engineering,1993,12(4):18-19 [5] J.

The study of convertibility of water cement ratio in recycled water permeable concrete Ying Li1, a,, Jianrong Yang2,b, Tingting Guo3,c Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture), Ministry of Education, Beijing, 100044, China a liy@bucea.edu.cn Keywords: recycled aggregate recycled water permeable concrete water cement ratio Abstract: Take the aggregate as subject, based on the water cement ratio, the compression strength of recycled water permeable concrete and evolution of water permeability with a water cement ratio from 0.30-0.43 was researched.
Economic choice of water cement ratio of recycled water permeable concrete In practical engineering application, the requirement of recycled water permeable concrete property gives first place to intensity, and according to it we take the intensity rang of 10~15 MPa and 15~20 MPa as basis to make experiments, details is followed in Table 8 and Table 9.
Table 10 The types and applied range of water permeable concrete Type Use Applied range penetrated pipe, u-groove, well, concrete, water permeable brick, water permeable  building blocks rainfall penetration residence community, side pavement, road, square, park, factory district concrete, water permeable brick, water permeable  building blocks porous pavement Side pavement, public garden, square, park, road , pool side, court penetrated pipe Ground-water discharge road , tunnel, residence community penetrated pipe,  building blocks Reducing hydraulic pressure base wad of dock, pool bottom, counter fort retaining wall penetrated pipe, well, concrete Reducing Ground-water hydraulic pressure sub-surface building works Acknowledgements The Specific research of Beijing Institute of Civil Engineering and Architecture “Construction of new rural environment in Beijing and the sustainable use of resources”(100705403); Scientific and Technical projects soft science project of Construction

Shanmuk Chaithanya6,f 1Assistant Professor, Department of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh. 2-6B.
Tech Students, Department of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh.
By doing so, engineers are able to evaluate the strength, homogeneity, and general condition of the concrete and make well-informed decisions on repair, rehabilitation, or demolition.

Yagund, The interaction between the kaolinite or bentonite clay and plasticizing surface-active agents, Journal of Civil Engineering. 7 (2017) 171–179
Ageeva, Organic-mineral modifier on the basis of volcanogenic-sedimentary rocks, International Journal of Applied Engineering Research 10(24) (2015) 45131–45136
Ibragimov, Process of hydration and structure formation of the modified self-compacting concrete, Magazine of Civil Engineering. 5 (2017) 14–24

Experimental research on seismic behavior of RC column with different concrete under horizontal low cyclic loading Jing Wu1,a, Fazhou Wang2,b, Yue Li3,c, Wen Yang4,d and Shuguang Hu2 1Wuhan Textile University, School of material science and technology, Wuhan, China 2 Key Laboratory for Silicate Materials Science and Engineering of State Key Laboratory, Wuhan University of Technology; Wuhan 430070, China 3 Beijing University of Technology, College of Architecture and Civil Engineering.
The experimental work was carried out in the Beijing Key Laboratory for Disaster Reduction in Civil Engineering at Beijing University of technology.

Performance of Compound Cementitious Material Compounded with Clinker and Limestone Powder and Coal Ash Huang Tian-yong1,a，Hou Yun-fen 1，a 1 School of Civil and Transportation Engineering, Beijing University Of Civil Engineering and Architecture, Beijing100044, China a email: houyunfen@163.com Keywords: low-clinker; limestone powder; coal ash; cementing material; concrete; mechanical performance.
Cement engineering. 1996 (2)

Thermal Insulating Materials for Energy Storage Application Vít Petránek1,a Lenka Nevrivova1,b, Dana Zezulova2,c, Sergey Guziy3,d 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 2ALUMISTR DEVELOPMENT, s.r.o., U Vyzkumu 603, 664 62 Hrusovany u Brna, Czech Republic 3 Scientific Research Institute for Binders and Materials, Kiev National University of Civil Engineering and Architecture, Vozdukhoflotskyi prospect, 31, Kiev 03680 Ukraine apetranek.v@fce.vutbr.cz, bnevrivova.l@fce.vutbr.cz, cdana.zezulova@alumistr.cz, dsguziy@ukr.net, Keywords: Solar thermal energy, energy storage, thermal insulation, alkali activated material, expanded perlite.
Building Materials, Products and Sanitary Engineering, No 47, Kiev, Ukraine (2013), p. 89.