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Part of the conclusion, namely, the effect of the number of layers and setting height of fiber sheet on the RC column, offers the reference and basis for further engineering application. template explains and demonstrates how to prepare your camera-ready paper for Trans Tech Publications.
The finite element method (FEM) widely applied in engineering has become another solution to the problem.
Ye: China Civil Engineering Journal, 2003, 36(2), p. 46~51

Cost Estimation Model for I-Girder Bridge Superstructure Using Multiple Linear Regression and Artificial Neural Network Inas Winalytra1,a, Arief Setiawan Budi Nugroho1,b* and Andreas Triwiyono1,c 1Department of Civil Engineering and Environment, Gadjah Mada University Yogyakarta, Indonesia ainas.winalytra@ugm.ac.id, barief_sbn@ugm.ac.id, candreas.triwiyono@ugm.ac.id Keywords: Cost estimation, Superstructure, Linear regression, ANN Abstract.
Cost estimation model was developed based on thirteen data of detail engineering design of I-girder bridge in Daerah Istimewa Yogyakarta (DIY).
Hsiang, Preliminary engineering cost estimation model for bridge projects, J.

Given the adaptability of modern engineering practices, numerical models have become indispensable in this study.
This technology is widely adopted in mining and civil tunnel applications, especially in Australia and Norway, and is gaining traction in the USA.
The study began with an extensive literature review to establish the existing knowledge base on tunnel engineering segment design parameters, and the application of synthetic fibers.
Meda, Precast tunnel segments for metro tunnel lining: A hybrid reinforcement solution using macro-synthetic fibers, Engineering Structures. 199(2019) 109628. doi: 10.1016/j.engstruct.2019.109628.

Study on Temperature Field and Construction Monitoring of Hydration Heat of Railway Cable-stayed Bridge Pile Cap Xuhui He a, Hao Cheng b, Hongxi Qin c School of Civil & Architectural Engineering, Central South University, Changsha, China axuhuihe@mail.csu.edu.cn, bhcheng66@qq.com, cqin-hongxi@163.com Key words: mass concrete; hydration heat; temperature control; crack Abstract: The temperature control of mass concrete is regarded to be a universal problem.
In order to study the spatial distribution of temperature in mass concrete and find a functional temperature control measure during construction, the theoretical and FEM analysis of hydration heat-thermal stress field are applied, which can improve structural reliability and provide reference for design and engineering of the similar project.
Engineering Situation: Yujiang Double-line Super Large Bridge is located at the reach of Guigang to Guiping of the Xijiang River.

Review Of Study On Risk Management For The Construction Project Zhang Hai Yan1, a , Yang Gui Bao2,b 1Building And Civil Engineering College Of Inner Mongolia University Of Science And Technology,BaoTou City Inner Mongolia Autonomous Region , China 2Television Station Of Bao Tou,BaoTou City Inner Mongolia Autonomous Region ,China aZhanghaiyan197112@163.com, bztyzhy@126.com Keywords: risk management; developing; research direction Abstract.
However, the construction engineering risk management level of our country still pretty much fall behind, is the weak link that the our country constucts realm, haven't formed effective construction engineering risk management system, make construction engineering dispute have occurrence and continuously get stripe.
The innovation research of the engineering item risk integration method carries on to the engineering item each risk of level main factor Systematically integrated, have to carry out by the help of creative path of new method, this is the key that the whole engineering item risk management function carries out.Currently engineering item risk integrated the method mainly is the research achievement of financial engineering realm, can not adapt to the need of new risk realm programming development, have to ask for help of many new factor integrations to the integration of non- financial risk factor method.Therefore, apply a scene programming, and real object option...etc. new theory to carry on engineering item risk integration method ground the innovation is a research realm of newness by guiding the engineering item risk management fulfillment.
And is also a new realm of the engineering item risk management research.
Engineering insurance and construction engineering carry out risk management [D] .Southwest transportation university. 2009(In Chinese)

Study of Failure Rate Model for a Large-scale Water Supply Network in Southern China Based on Different Diameters Pengjun Yu*1, a, Jinxu Nie1, Gang Xu2, Zhihong Long2, Zhihong Wang1, Yu Tu1, Bin Li1, Xiaomei He1, Yuli Chen1 1Faculty of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, Guangdong, China 2 Guangzhou Water Supply Co., Guangzhou, Guangdong, China a282211200@qq.com Keywords: Failure rate, Mathematical model, Pipe diameter, Water supply network.
The Table 3 shows that the model average error is 3.26% and the accuracy is 96.74%, which can meet the accuracy requirements of engineering applications.

Alhodaly6,g 1Centre universitaire Ahmed Zabana Relizane, Institut of Science and Technologie, Relizane, Algeria  2Université Mustapha Stambouli de Mascara, Civil Engineering Department, Faculty of Science and Technology Mascara, Algeria 3Centre of Excellence for Advanced Materials Research, King Abdulaziz University, Jeddah, 21589, Saudi Arabia. 4Material and Hydrology Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria. 5Laboratoire de Modélisation et Simulation Multi-échelle, Département de Physique, Faculté des Sciences Exactes, Département de Physique, Université de Sidi Bel Abbés, Algeria. 6Nonlinear Analysis and Applied Mathematics (NAAM)-Research Group, Department of Mathematics, Faculty of Science, King Abdulaziz University, P.O.
N. (2007), "Nonlocal theories for bending, buckling and vibration of beams", International Journal of Engineering Science, 45(2-8), 288-307
Engineering Science and Technology, an International Journal, 17(4), 279-283
Journal of the Brazilian Society of Mechanical Sciences and Engineering, 40(3), 141
C. (1992), "On the role of gradients in the localization of deformation and fracture", International Journal of Engineering Science., 30(10), 1279-1299

High-Volume Fly Ash Concrete for Road Pavement: Integrated Laboratory and Field Study LE Thanh Phieu1,a, NGUYEN Dinh-Thang2,b, LAM Tri-Khang1,c, NINH Hoai Phuong Duy3,d and HUYNH Trong-Phuoc1,e,* 1Faculty of Civil Engineering, College of Engineering, Can Tho University, Campus II, 3/2 Street, Ninh Kieu District, Can Tho City 94000, Vietnam 2Faculty of Automotive Engineering Technology, Vinh Long University of Technology Education, No. 73, Nguyen Hue Street, Vinh Long City 85000, Vinh Long Province, Vietnam 3ODA Project Management Unit, Can Tho University, Campus II, 3/2 Street, Ninh Kieu District, Can Tho City 94000, Vietnam altphieu@ctu.edu.vn, bthangnd@vlute.edu.vn, cltkhang.ts@gmail.com, dnhpduy@ctu.edu.vn, ehtphuoc@ctu.edu.vn (*Corresponding author) Keywords: High-volume fly ash concrete, compressive strength, surface abrasion, cost analysis, environmental impact.
The current study presents the result of experimental works that determine the differences in engineering properties between high-volume fly ash concrete (HVFC) in the laboratory and the field as well as the economic and environmental feathers of HVFC.

Modification of Rubber Waste - Crepe Rubber Type into Rubberized Asphalt Aning Ayucitra1,a, Herman Hindarso1,b*, Chintya Gunarto1,c, Indah Epriliati2,d, Dian Retno Sari Dewi3,e, Gogot Setyo Budi4,f, Edward Alexandria5,g, Dova Novi Salantua5,h and Liliani5,j 1Department of Chemical Engineering, Faculty of Engineering, Widya Mandala Surabaya Catholic University, Surabaya, Indonesia 2Department of Food Technology, Faculty of Food Technology, Widya Mandala Surabaya Catholic University, Surabaya, Indonesia 3Department of Industrial Engineering, Faculty of Engineering, Widya Mandala Surabaya Catholic University, Surabaya, Indonesia 4Department of Civil Engineering, Faculty of Engineering, Petra Christian University, Surabaya, Indonesia 5PT.
[23] Shaffie, E., Wan Hanif, W.M.M., Arshad, A.K. and Hashim, W., (2017), Rutting resistance of asphalt mixture with cup lumps modified binder, IOP Conference Series: Materials Science and Engineering, Vol 27 No 1. https://doi.org.10.1088/1757-899X/271/1/ 012056
[24] Xia, C., Chen, M., Geng, J., Liao, X. and Chen, Z., (2021), Swelling and degradation characteristics of crumb rubber modified asphalt during processing, Mathematical Problems in Engineering. https://doi.org/10.1155/2021/6682905 [25] Prastanto, H., Firdaus, Y., Puspitasari, S., Ramadhan, A., dan Falaah, A.
j.conbuildmat.2019.117158 [32] Zhu, J., Balieu, R., Lu, X. and Kringos, N., (2017), Numerical prediction of storage stability of polymer-modified bitumen : a coupled model of gravity-driven flow and diffusion, Transportation Research Record, Vol 2632 No 1, page 70-78. https://doi.org/10.3141/2632-08 [33] Wang, H., Liu, X., Erkens, S. and Skarpas, A., (2020b), Experimental characterization of storage stability of crumb rubber modified bitumen with warm-mixed additives, Construction and Building Materials, Vol 249, 118840. https://doi.org/10.1016/j.conbuildmat.2020.118840 [34] Prastanto, H., (2014), Depolimerisasi karet alam secara mekanis untuk bahan aditif aspal, Jurnal Penelitian Karet, Vol 32 No 1, page 81-87. https://doi.org/10.22302/jpk.v32il.154 [35] Shaffie, E., Arshad, A.K., Alisibramulisi, A., Ahmad, J., Hashim, W., Abd Rahman, Z. and Jaya, R,P., (2018), Effect of mixing variables on physical properties of modified bitumen using natural rubber latex, International Journal of Civil
Engineering and Technology, Vol 9 No 7, page 1812-1821

Mechanical Behavior Analysis of Lightweight Concrete Reinforced by Metalized Plastic Waste Fibers Maher Chakhari1,a*, Nawel Salem2,b, Rachida Idir3,c and Jamel Neji1,d 1Tunis El Manar University, National School of Engineers of Tunis, Laboratory of Materials, Optimization and Energy for Sustainability, Tunisia 2Tunis El Manar University, National School of Engineers of Tunis, Laboratory of Civil Engineering, Tunisia 3Cerema, University of Gustave Eiffel, UMR MCD, F-77171 Sourdun, France a*maher.chakhari@enit.utm.tn, bnollasalem@gmail.com, crachida.idir@cerema.fr, djamel.neji@enit.utm.tn Keywords: Metalized plastic waste, Mechanical behavior, Lightweight concrete, Pull-out test, Microstructure analysis Abstract.
Engineering Structures, vol. 277 (2023).
Journal of Building Engineering, vol. 47 (2022).
Pure and Engineering Sciences, vol. 23 (1) (2020) Pages 149-158
Saand, Mechanical behavior of concrete reinforced with waste aluminum strips, Civil Engineering Journal.