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Finite Element Analysis of Tunnelling Induced Deformation Towards Pile Foundation Mohd Ashraf Mohammad Ismail1,a *, Lim Siao Phin1,b , and Tay Wui Wenn1,c 1 School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia aceashraf@usm.my, blimsiaophin@gmail.com, cwenn_tay90@hotmail.com Keywords: Pile-tunnel interaction, tunnel diameter, pile-tunnel configuration, tunnelling induced pile response Abstract.

Influence of Material Distribution on the Position of Neutral Axis of Functionally Graded Cantilever Beam Shashi Chichkhede1,a*, Deepak Mahapatra2,b, Shubhashis Sanyal3,c and Shubhankar Bhowmick4, d 1,3,4Department of Mechanical Engineering, National Institute of Technology, Raipur and 492011, India 2Department of Agriculture Engineering, Indira Gandhi Krishi Vishwavidyalaya, Raipur and 492011, India a*schichkhede.phd2019.me@nitrr.ac.in, bmedeepakmahapatra@gmail.com, cssanyal.mech@nitrr.ac.in, dsbhowmick.mech@nitrr.ac.in Keywords: Cantilever beam; functionally graded beam; B-spline collocation method; Neutral axis position.
The application of FGM can be found in various fields such as aerospace, nuclear reactors, energy sources, biomechanical, optical, civil, automotive, electronic, chemical, mechanical, and shipbuilding industries.

Fatigue Behavior Analysis in Reinforced PLA Parts Manufactured by FDM CAROLINA Bermudo Gamboaa,*, SERGIO Martín-Béjarb, FRANCISCO JAVIER Trujillo Vilchesc, MANUEL Herrera Fernándezd and LORENZO Sevilla Hurtadoe Departamento de Ingeniería Civil, Materiales y Fabricación.
Hui, Additive manufacturing (3D printing): A review of materials, methods, applications and challenges, Composites Part B: Engineering, 143 (2018)
Brighenti, Effect of the manufacturing parameters on the tensile and fracture properties of FDM 3D-printed PLA specimens, Engineering Fracture Mechanics, 274 (2022) 108766

First-principles conductance calculations of Ag-Al co-doped ZnO Honglin Tan1,a, Congying Jia1,b, Xiaoxu Ge2,c and Chao Xiang1,d 1College of Material Science and Engineering ,Kunming University of Science and Technology,Kunming,650093 2College of Architecture and Civil and Engineering ,Kunming University of Science and Technology,Kunming,650093 atanhlkm@yahoo.com.cn, bjiacongying01@126.com, cxxge0125@126.com, dxcxcxc15@126.com Keywords: Density Functional Theory(DFT), first-principles, Ag doped ZnO, Ag-Al co-doped ZnO Abstract: Based on Density Functional Theory (DFT) first-principles plane-wave ultra-soft pseudo-potential method, we calculated the electronic structure of wurtzite ZnO, Ag-doped ZnO and Ag-Al co-doped ZnO.

Understructure of passive houses in terms of materials Kateřina Kubenková1,a*, Marek Jašek1,b 1 VSB-TU of Ostrava, Faculty of Civil Engineering, L.
The price does not include: NUS - cost of placing construction, assembly and engineering work and other additional costs.

Department of Civil Engineering，University of Washington，Seattle Washingtong，1980 [13] State Environmental Protection Administration of China.
Environmental Science，Vol. 26(2005), p. 84(In Chinese) [18] Guozhong Yu， Jun Liu and Zhansheng Wang.Reseach of Environmental Science，Vol. 13(2000), p. 56(In Chinese) [19] Yi Wang，Xingwen Zhang and Fenglin Yang，Technigues and Equipment For Enviro. poll. cont，Vol. 3(2002), p. 78(In Chinese) [20] Shizhe Liu，Dongjiao Lin and Shujun Tang，Chinese Journal of Applied Ecology，Vol. 15(2004), p. 1261(In Chinese) [21] Peiyong Guo，Yinmei Zhu and Xiang-fu Song，Journal of Huazhong University of Science and Technology，Vol. 24(2007), p. 33(In Chinese) [22] Qiuliang Cai，Dongjiao Lin and Jiawen He，Transactions of the Chinese Society of Agricultural Engineering，Vol. 21(2005), p. 178(In Chinese)

During the research fillers of varying chemical nature have been used, namely: 1 – salts in the form of barium sulfate manufactured by ChangshaLianda, lime manufactured by the PrSC ‘Sumyagroprombud’, calcium carbonate (OMYACARB 1-KA) manufactured by OMYA; 2 – oxide in the form of ZnO manufactured by EverZinc; 3 – silicates in the form of metakaolin from Hlukhovetsky deposit, microsilica No. 1 manufactured by Teravion LLC, microsilica No. 2 manufactured by the Mining Engineering Company LLC, wollastonite manufactured by Minco LTD, talc manufactured by IMIFABI; 4 – man-made products in the form of flue ash from Ladyzhyn Thermal Power Station, granulated blast-furnace slag manufactured by Ilyich Iron and Steel Works of Mariupol.
Sotnik // International Journal of Civil Engineering and Technology, 2018, 9(5). ‒ pp. 306–314

Compatibility of Different Aluminium with a New Environmental-Friendly Concrete WANG Yaping1,a*, FAGERMO Moa1,b, FURU Trond1,2,c, JUSTNES Harald1,3,d and MARTHINSEN Knut1,e 1Department of Materials Science and Engineering, Norwegian University of Science and Technology (NTNU), N-7491 Trondheim, Norway 2Norsk Hydro ASA Corporate Technology Office, Drammensveien 260, N-0283 Oslo, Norway 3SINTEF Community, N-7465 Trondheim, Norway ayaping.wang@ntnu.no, bmoamadeleine@gmail.com, ctrond.furu@hydro.com, dHarald.Justnes@sintef.no, eknut.marthinsen@ntnu.no Keywords: Durable concrete, Aluminium reinforcement, compatibility, pull-out test Abstract.
Rashedul Kabir, Bond stress behavior between concrete and steel rebar Critical investigation of pull-out test via FE modelling, INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING 5(1) (2014).

.), Proc. of the First Symposium on Engineering Application of Random Function Theory and Probability, John Wiley & Sons, New York, 1963, pp. 270–388
Bezručka, The use of a Kalman Filter in geosedy and navigation, Slovak Journal of Civil Engineering, 19(2) (2011) 8 – 15

Static Analysis of a Fully Composite Modular Footbridge David Vašátko1,a *, Pavlína Zlámalová2,b, František Girgle3,c, Vojtěch Kostiha4,d and Petr Štěpánek, CSc.5,e 1,2,3,5Brno University of Technology, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures avasatko.d@fce.vutbr.cz, bzlamalova.p@fce.vutbr.cz, cgirgle.f@fce.vutbr.cz, dkostiha.v@fce.vutbr.cz, estepanek.p@fce.vutbr.cz Keywords: fully composite footbridge, modular system, load test Abstract.
Numerical model of the internal part of the footbridge module in SCIA Engineer Fig. 5.