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Research on the Key Technology in Steam Curing for 32m Simple-supported Box Girder of High-speed Railway Xuemin Li1,2,a, Eryu Zhu1,b， Yongzheng Zhou1,c and Yuehong Qin3,d 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044，China 2China Tiesiju Civil Engineering Group Co.
References [1] Chunzhi Wang, Yinglei Zhu, Eryu Zhu: Railway Engineering.
(In Chinese) [9] Yongzheng Zhou, Eryu Zhu, Xueming Li, Yongqiu Qi: Railway Engineering, NO. 7 (2010), p10-13.

Asphalt Composites for Places with Higher and Atypical Load MONDSCHEIN Petr1,a, KONVALINKA Adam2,b * 1Department of Road Structures, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6 2Department of Construction Technology, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6 apetr.mondschein@fsv.cvut.cz, badam.konvalinka@fsv.cvut.cz Keyword: Asphalt, fiber reinforcing, asphalt and cement composite.
Research and development of a suitable fiber composition and dosage of asphalt mixtures was carried out in collaboration with road laboratories Arizona State University (ASU), a leading research institution in the field of road engineering [7].
[4] Máca, P., Sovják, R., Konvalinka, P., Mix design of UHPFRC and its response to projectile impact, International Journal of Impact Engineering,  Volume: 63, Pages: 158-163,  2014

Buldyzhova1,c 1Moscow State University of Civil Engineering; Yaroslavskoe shosse, 26, Moscow, 129337, Russia a*rga-service@mail.ru, bGalcevaNA@mgsu.ru, cByldizhovaEN@mgsu.ru Keywords: filling mixture, complex additive, additives, portland cement, sulfate activator, activators, synthetic anhydrite, modified binder, binder, dry building mixtures, properties Abstract.
All tests were carried out using research equipment of The Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering.
International Journal of Engineering Research and Management 3(09), 16-19 (2016)
Series: Materials Science and Engineering. 945, 012057 (2020)

Ambadi1,a*, Benny Raphael2,b Department of Civil Engineering, IIT Madras, Chennai, India ace20d003@smail.iitm.ac.in*, bbenny@iitm.ac.in Keywords: Light shelves, experiments, heat transfer, simulation model.
Computer‐Aided Civil and Infrastructure Engineering 26.5 (2011): 393-405
Journal of Building Engineering 18 (2018): 195-209
Journal of Building Engineering 63 (2023): 105534.

Performance Evaluation of Orange Seeds and Peels as Natural Coagulants for Surface Water Treatment Ojo O.M.1,a*, Abayomi O.F.1,b 1Department of Civil and Environmental Engineering, School of Infrastructure, Minerals and Manufacturing Engineering, Federal University of Technology, Akure, PMB 704, Nigeria aomojo@futa.edu.ng, bdrnaryojo@gmail.com *Corresponding email: omojo@futa.edu.ng Keywords: natural coagulants, orange seeds, peels, surface water, treatment.
Acknowledgements The authors acknowledge the staff of Water Resources and Environmental Engineering laboratory of the Department of Civil and Environmental Engineering, Federal University of Technology, Akure for creating a conducive environment to carry out some of the experiments described in this study.

Special Grout for Anchoring Steel Elements with High Proportion of Fly Ash Contaminated by Denitrification Process Tomáš Žlebek1,a*, Jakub Hodul1,b and Rostislav Drochytka1,c 1Brno University of Technology, Faculty of Civil Engineering, AdMaS Centre, Veveří 331/95, 602 00 Brno, Czech Republic azlebek.t@fce.vutbr.cz, bhodul.j@fce.vutbr.cz, cdrochytka.r@fce.vutbr.cz Keywords: Grout, contaminated fly ash, epoxy resin, strength, anchoring, microstructure.
Hodná, Experimental Verification of Utilization of Fly Ash from the Flue Gas denitrification process as a filler to epoxy patching mortar, Procedia Engineering 195 (2017) 134-141
Hussin, Effect of filler on strength development of epoxy grout, Malaysian Journal of Civil Engineering 20 (2008), 38-46
Drochytka, Experimental Testing Suitability of the Waste Glass into the Polymer Anchor Materials Based on Epoxy Resin, Procedia Engineering 195 (2017), 220-227.

Soil pressure test and numerical analysis on reinforced earth retaining wall of green gabion YANG Xiao1, YANG Guolin2 1 Department of Civil Engineering, Monash University, Melbourne, Australia 2 School of Civil Engineering, Central South University, Changsha, 410075, China Keywords: Reinforced earth retaining wall of green gabion; Site test; FLAC3D numerical analyse; Horizontal and vertical earth pressure.
Engineering situation and testing program The field test of green gabion reinforced retaining wall, which located at Shaoxing-Zhuji Expressway K38+398 section, is 10.63m high and contains 13 layer green terramesh.
[2] Lin Yuliang,Yang Goulin,Li Yun,Huang Xiangjing.Research on dynamic deformation characteristics of reinforced gabion retaining wall under repeated load[J].Journal of Rock Mechanics and Engineering,2009,S2:4027-4033

Real-Time Detection of Aircraft Surface Damages Using UAV-Based Aerial Imaging with YOLOv8 Kuo-Chien Liao1,a*, Jirayu Lau1,b, Wen-Duan Fan1,c,Ting-Li Chuang1,d, Muhamad Hidayat2,e 1Department of Mechanical Engineering, Chaoyang University of Technology, Taichung, 413310, Taiwan 2Department of Mechanical Engineering, Sumbawa University of Technology, Propinsi Nusa Tenggara Barat. 84371, Indonesia a*james19831111@gmail.com, blaujirayu@gmail.com, ca0975044505@gmail.com, dtina.pingtung40077@gmail.com, emuhamad.hidayat71@gmail.com Keywords: UAV, Artificial Intelligence (AI), YOLOv8, Real-time detection, aircraft structural damage detection, IoT.
As AI advances, it shows increasing potential in tasks that require professional expertise and judgment, such as checking for material damages in aircraft maintenance and assessing structural integrity in civil engineering projects.
Successful cases, such as using UAV-based imagery for agricultural engineering, where images sent from UAVs are processed to output results describing the health of crops by identifying early-stage disease risks, have demonstrated the potential of AI [1].
Cha, "Damage detection with an autonomous UAV using deep learning," in Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2018, 2018, vol. 10598: SPIE, pp. 7-14

The Reliability Sensitivity Analysis of Composite Beam Cable-Stayed Bridge during Construction Stage Buyu Jiaa, Xiaolin Yub, Quansheng Yanc and Zhou Chend School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510641, China ajbyretop@126.com, bXLYU1@scut.edu.cn, cyancy95@gmail.com, d1335713746 @qq.com Keywords: cable-stayed bridge; composite beam; interface slip; construction stage; elevation; sensitivity.
Fan, Parameter sensitivity and reliability analysis for construction control of cable-stayed bridges, China Civil Engineering Journal, 10 (2005) 85-91
Barbato, Finite element response sensitivity probabilistic response and reliability analyses of structural systems with applications to earthquake engineering, University of California, San Diego, 2007
Der Kiureghian, First-excursion probability of uncertain structures, Probabilistic Engineering Mechanics, 9 (1994) 135-143.

Scale Bridging in Computational Modelling of Quasi-Brittle Fracture of Cementitious Composites Jiří Vala1,a*, Vladislav Kozák2,b , Michal Jedlička3,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Mathematics and Descriptive Geometry, 602 00 Brno, Veveří 331/95 2Institute of Physics of Materials CAS, 616 62 Brno, Žižkova 513/22 3Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, 602 00 Brno, Veveří 331/95 avala.j@fce.vutbr.cz (*corresponding author), bkozak@ipm.cz, cjedlicka.m@fce.vutbr.cz Keywords: cementitious composites, quasi-brittle fracture, macro- and micro-cracking, scale bridging, nonlocal elasticity, extended finite element techniques.
Introduction Cementitious composites, utilized in engineering structures, suffer from dangerous tensile stresses in their matrices, leading to formation and propagation of fracture, which can be suppressed by an appropriate choice of elastic fibres.
Chen, An extensive cohesive damage model for simulation arbitrary damage propagation in engineering materials, Comput.