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Repair of Clay Brick Walls for out of Plane Loads by Means of FRCM Claudio D’Ambra1, a, Gian Piero Lignola1,b*, Francesco Fabbrocino2,c, Andrea Prota1,d and Elio Sacco3,e 1 University of Naples, Department of Structures for Engineering and Architecture, Napoli, Italy 2 Pegaso University, Department of Engineering, Naples, Italy 3 University of Cassino and Southern Lazio, Department of Civil and Mechanical Engineering, Cassino, Italy aclaudio.dambra@unina.it, bglignola@unina.it, cfrancesco.fabbrocino@unipegaso.it daprota@unina.it, esacco@unicas.it * corresponding author Keywords: Masonry, clay brick, out of plane, repair, wall, mortar degradation FRCM.
This research has been possible thanks to the financial support of the ReLUIS project from the Italian Department of the Civil Protection.
Moreno, “Out-of-plane behaviour of confined masonry walls”, Engineering Structures, Vol. 33, no. 5, pp. 1734-1741, 2011 [10] A.
Varum, “Experimental evaluation of out-of-plane capacity of masonry infill walls”, Engineering Structures, Vol. 111, pp. 48-63, 2016
Hjiaj, “Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions”, Engineering Structures, Vol. 136, pp. 277-294, 2017.

The use of extruded polystyrene foam in the ISP design eliminates the freezing of soil under the foundation, and a reinforced concrete slab with engineering communications network is in optimal heat and humidity mode, which makes it possible to use this design in harsh climatic regions and with the spread of permafrost.
Younes, Progress to global strategy for management of energy systems, Journal of Building Engineering.
Chernysheva, Thermal features of three-layer brick walls, XXV Polish-Russian -Slovak seminar “Theoretical Foundation of Civil Engineering” Procedia Engineering. 153 (2016) 805–809
Kozlov, The mathematical model and methodology for calculating the moisture state of structures”, Academy, Architecture and engineering, M.
Vol. 117 (2017) 0018426th R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering, RSP 2017.

Based on Transparent Soil Test to Carry Out Research on the Soil Stability Discrimination under the Suffusion Yu-Kun LIU1,a and Jia-Wei WANG2,b* 1Lille College, Hohai University, Nanjing 210029, China 2College of Civil Engineering and Transportation, Hohai University, Nanjing 210029, China a972935166@qq.com, b*1972935166@qq.com Keywords: Embankment; Internal erosion; Transparent soil; Throat diameter Abstract: For deep overburden embankment base, erosion-type internal tube surge is a key problem affecting the stable operation of dams.
Geological characteristics and evaluation methods of deep overburden engineering in river valleys[J].
Proceedings of the 5th Pan American Conference on Soil Mechanics and Foundation Engineering, Buenos Aires,1975. pp. 161–177
European Journal of Environmental and Civil Engineering, 2014, 18(6): 683-698
Chinese Journal of Geotechnical Engineering, 2017, 39(10): 1884-1891

Technical library of an authorized engineer and technician.
Ceramic materials: science and engineering.
In: Mathematical Modelling of Engineering Problems. 2021, 8(6), 871-880. doi:10.18280/mmep.080605. [8] AHMADI, S.
Proceedings of the Institution of Civil Engineers: Structures and Buildings, 173(7), 512-522. doi:10.1680/jstbu.18.00144. [9] STRYSZEWSKA, T a S KAńKA.
Computer Methods in Applied Mechanics and Engineering. 2015, (297), 39-61.

Tukhareli1,c 1Volgograd State Technical University, Institute of Architecture and Civil Engineering, 1 Akademicheskaya st., Volgograd, 400074, the Russian Federation 2Volgograd State Technical University, Volzhskii Institute of Civil Engineering and Technology, 72 Lenina av., Volzhskii, 404111, the Russian Federation amr-reb@mail.ru, bopushkarskaya@mail.ru, casyzv@yandex.ru.
Petrochemical and chemical industry, power industry, building materials industry, metallurgical, ceramic and engineering industry have the highest amount of energy and heat losses in different heat units.
Vlasov, Efficiency improvement of heat-resistant concrete through the use of sludge technogenic raw material, Procedia Engineering, 111 (2015) 290-296
Al-Hawas, Effects of key factors on compressive and tensile strengths of concrete exposed to elevated temperatures, Arabian journal for science and engineering, 39(6) (2014) 4507-4513
Abyzov, Lightweight refractory concrete based on aluminum-magnesium-phosphate binder, Procedia engineering, 150 (2016) 1440-1445

Covering and Reinforcement Key Technologies of Airport Old Cement Concrete Pavement Shi Bao Hua1,Ning Wen Pu1,Wang HanWei 2,Sun Tao 2 1School of engineering, Air Force Engineering University，Xi’an 710038，Shanxi ,China 2Airfield and Barracks quarters section, logistics department, Jinan Air force，Jinan 250000，Shandong ,China Keywords: Airport engineering；Cement concrete； Pavemen； Covering and reinforcement；Asphalt concrete.
To civil airport, safety and keep aviation need guarantee, so, covering and reinforcing pavement is an heavy task.
Secondly, it is the direct type, the request of chiseled unsmooth lead to engineering difficulty and investment increased, so seldom adopt at present. 4.
Thereby, taking into economical efficiency and engineering performance account, the thickness of asphalt covering strengthening course isn’t suitable less than 4cm, and isn’t suitable more than 15cm[3]. 5.

Nonlinear finite element stress analysis on the interior steel-concrete composite beam joints Qiyin Shi 1, a, Longwei Wen 1, b and Pengfei Mao 1, c 1 Civil engineering department, Jiangsu University, Zhenjiang 212013, China a shiqiyin@ujs.edu.cn, b wenlongwei126@126.com, c housemaker0422@163.com Keywords: nonlinear finite element analysis, steel-concrete composite beam, concrete-filled steel tubular column, joint, stress Abstract.
The concrete-filled steel tubular structure as a new form of structure has been widely used in engineering projects.
Journal of Engineering Mechanics, 2007, 24 (12): 88-92.
Journal of structural engineering, ASCE, 2004, 130(2):361-367
Civil Engineering Applications on ANSYS.

Time-Dependent Reliability Analysis of Existing Tunnel Structures Based on the Bayesian Method Jian Guo School of Civil Engineering ,Lanzhou Jiaotong University, Lanzhou 730070 ,China email:guojian1998@mail.lzjtu.cn Keywords: Existing Tunnel; Reliability; SFEM; Monte Carlo Method; Bayesian Method Abstract: The reliability of the existing tunnel will decline gradually during service period due to various factors.
(Beijing, China Railway Publishing House, 2002) [3] Jiankang Cheng,Jianfang Zhu: submitted to Journal of Rock Mechanics and Engineering,2005 (3)
[4]Yashiro,Bruce R.Ellingwood: submitted to Journal of Structural Engineering ,ASCE,1994(120)
) [8]Michael P.Enright,Dan M.Frangopol: submitted to Journal of Structural Engineering,ASCE,1997
[9] Mi Zhang, Yongqin Sheng : submitted to Journal of Civil Engineering 1993

Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China； 2.
Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China aweig@zucc.edu.cn (*Corresponding author) Keywords: immersed tunnel; settlement; control measure Abstract: The long-term uneven settlement may cause the pipe structure cracking, leakage or even serious damage during the operation of the immersed tunnel.
Introduction With the development of rail transport especially the development and utilization of the marine; the immersed tunnel was applied more and more too practical engineering for its superiority on section selection, depth setting, the adaptability to different geological conditions and the impact on navigation.
The Shanghai external ring tunnel treated the weak saturated soil foundation in the sand jacking method and the engineering final settlement was 310mm [7].
Corrosion Resistant Design of OMEGA water stop, Cable and Slurry resistor. the 11th Symposium of the  Professional Committee of the Chinese Civil Engineering Society  Tunnel and Underground Engineering waterproofing and drainage Society, 2003: 34–38

Broderick2,d 1Department of Civil-Environmental Engineering and Architecture, University of Parma Viale Usberti 181/A, 43124 Parma, Italy 2Department of Civil, Structural and Environmental Engineering, Trinity College, Dublin 2, Ireland alollomonta@gmail.com, bbasub@tcd.ie, cspagnoli@unipr.it, dbbrodrck@tcd.ie Keywords: damage identification, damage calibration, wavelet analysis, kurtosis, fiber-reinforced beam, bridged crack model.
Federici, Formulation of Cracked Beam Element for Structural Analysis, Journal of Engineering Mechanics. 128 (2002) 220-230
O’ Connor, Structural damage detection and calibration using a wavelet–kurtosis technique, Engineering Structures. 29 (2007) 2097-2108
Kim, Damage detection in concrete by Fourier and wavelet analyses, ASCE Journal of Engineering Mechanics. (2003) 571-577
Wilde, Crack identification using wavelets on experimental static deflection profiles, Engineering Structures. 28 (2006) 279-288