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Experimental Study of Sugarcane Bagasse Ash as Partial Replacement of Cement Based on SEM and XRF Analysis Kultida Bunjongsiri1,a, Jirat Bunjongsiri2,b , Anunya Pradidthaprecha1,c and Kankanit Khwanpruk3,d* 1School of Health Science, Sukhothai Thammathirat Open University, Nonthaburi, Thailand 2Faculty of Engineering, Southeast Asia University, Bangkok, Thailand 3School of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok, Thailand aKultida73@gmail.com, bJiratb@gmail.com, cAnunya.Pra@stou.ac.th, dKankanit.kh@kmitl.ac.th* Keywords: sugarcane bagasse ash, biomass, X-ray fluorescence, Scanning Electron Microscope.
S., “An experimental study on partial replacement of cement with bagasse ash in concrete mix.”, International journal of civil engineering and technology, vol. 8, no. 1, pp. 452-455, 2017
M., & Tabish, M., “The Durability of Concrete Made Up of Sugar Cane Bagasse Ash (SCBA) as a Partial Replacement of Cement: A Review,” Arabian Journal for Science and Engineering, vol. 48, no. 4, pp. 4195-4225, 2023
H., “Potentiality of industrial waste as supplementary cementitious material in concrete production.”, International Review of Civil Engineering (IRECE), vol. 11, no. 5, pp. 214-221, 2020

Study on the Strength and Deformation of Stirrup Confined Concrete in Cruciform Columns Linzhu Sun1,3,a, Tiecheng Wang2, b, Fang Yang3, c 1, 2School of Civil Engineering, Tianjin University, Tianjin, China 3School of Architecture and Civil Engineering, Wenzhou University, Zhejiang, China alinzhusun@163.com, b wangtiechengtj@126.com, cyf3077@126.com Keywords: cruciform column; confined concrete; stirrup characteristic value; strength; deformation Abstract.
Journal of Qingdao Institute of Architectural Engineering, 1996,17 (4): 1-5 [3] Qian, J.R., Chen, L.R., Zhou, D.L.
Structural Engineering,1999, 125, 3: 281-289
Engineering Structures, 2002, 24 :1153～1163

The resulting criteria weights are applied to the decision analysis where the fuzzy VIKOR approach is adopted which determines a compromise solution by using utility weight. 1 Introduction Product conceptual design is perhaps the most crucial stage in an engineering product development cycle, as nearly 70-80% cost and quality of the product will be determined during the concept design phase.
Journal of Engineering Design, 10, 329–349
Computers & Industrial Engineering, 56(1): 368-379
Multi-criteria optimization of civil engineering systems.
Faculty of Civil Engineering Systems, 2(1): 5-21

Treating by Self-compensation Mud-jack Materials for Voids beneath Cement Concrete Pavement Slabs Qian Wang1, a, Ying Duan1,b 1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shannxi, 710055, China awang812006@126.com, bduanying2900@163.com Keywords: Road Engineering, Voids beneath Slab, Self-compensation Mud-jack Materials.
(3) The study has great theoretical significance and engineering value to complement and improve the related national standards
(4) The treatment of voids is a very complex problem, and the self-compensation mud-jack materials need to study further in engineering practice.

Non-linear Elastic Incremental Constitutive Model for Confined Concrete Xi’nan Jin1,a, Jianping Gao2,b and Jinglong Pan1,c 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China 2East China Jiaotong University, Nanchang, 330013, China aj-xn@sina.com, btmxgao@126.com, cpanjinglong@163.com Keywords: FRP; confined concrete; non-linear elasticity; constitutive model Abstract.
It seems impossible to establish an accepted constitutive model, which may be chosen appropriately in accordance with the mechanical characteristics, stress range and accuracy requirement of the structural engineering or analysis object.
Nowadays those non-linear elastic constitutive models obtained by using a regression analysis of test results are used most frequently in engineering practice.
The test was conducted in the Civil Engineering Laboratory of Harbin Institute of Technology using 200-ton and 500-ton hydraulic testing machine, following the relevant provisions of Standard Testing Methods for Concrete Structures (GB50152-92).
Proceedings of Japan Society of Civil Engineers. 592/V-39, 1998(5): 37-52

Alves6,f 1,3,4University of Minho, ISISE, Department of Civil Engineering, Guimarães, Portugal 2University of Minho, IPC, Department of Polymer Engineering, Guimarães, Portugal 5University of Minho, 2C2T, Department of Mechanical Engineering, Guimarães, Portugal 6University of Minho, 3B’s Research Group, I3Bs, Guimarães, Portugal a*Correspondence: id8215@alunos.uminho.pt; Tel.: +351 253 510 498 bmcpaiva@dep.uminho.pt, cdanvco@civil.uminho.pt, dpbl@civil.uminho.pt, erfangueiro@dem.uminho.pt, fnalves@i3bs.uminho.pt Keywords: NTRM, Hydrophobization, Natural wax emulsions, Chitosan, Waterborne polyurethane.
Polyurethane is one of the most versatile polymers, with high mechanical properties, that is used in various fields of engineering and has been used for adhesives, foams and coatings.
The redirection of coating engineering towards green methodology is a promising aspect, in particular when the green coatings can deliver relevant enhancements comparable to those of the synthetic ones.

Attention of researchers has turned to materials such as vegetable fibers including bamboo, soil, mining, industrial and agricultural wastes for engineering applications.
Although with the accumulation of technical data concerning the developed materials and structural elements obtained from the research programs, they are not systematically used in large scale in civil construction.
Bamboo and composites reinforced with vegetable fibers In civil engineering the development and application of materials, with low cost and reduced energy consumption has turned into an actual basic requirement.
The energy necessary to produce 1m3 per unit of stress projected in practice for materials commonly used in civil construction has been compared with that of bamboo.
Miami/Florida-USA: Institute of Industrial Engineering.

Research on life prediction for one gravity piered wharf based on the regulated reliability index Weihua Li1, 2, a, Xiangzhuang Gao2, 3, b, Congtao Sun1, c and Haibing Zheng2, d 1Institute of Oceanology, Chinese Academy of Sciences, Qingdao Shandong, China 2Civil Engineering College, Qingdao Technological University, Qingdao Shandong, China 3Qingdao Gold Scale Architectural Design Co.
Thesis in Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, 2001
Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks, Thesis in Civil and Environmental Engineering.Virginia: Virginia Polytechnic Institute and State University, 2001
Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks, Thesis in Civil and Environmental Engineering.Virginia: Virginia Polytechnic Institute and State University, 2001

Development and Evaluation of the Possibility of Using Epoxyurethane Mastic in Railway Transport Anna Skripinets1,a*, Natalia Saienko 1,b, Oleksandr Hryhorenko2,c and Andriy Berezovskiy3,d 1Kharkiv National University of Civil Engineering and Architecture, Sumska Str. 40, 61002, Kharkiv, Ukraine 2National University of Civil Defence of Ukraine, 61023, Chernyshevska Str. 94, 61023, Kharkiv, Ukraine 3Cherkasy Institute of Fire Safety named after Chornobyl Heroes of National University of Civil Defense of Ukraine, Onoprienko Str. 8, 18034, Cherkassy, Ukraine aa.skripinits87@gmail.com, bnatause@ukr.net, chryhorenko81@gmail.com, dandrey8207@gmail.com Keywords: epoxyurethane composition, flame retardant, difficult combustible vibration damping mastic, dynamic-mechanical and viscoelastic researches, damping, fire safety, toxicity, railway transport.
Younis, Effect of mineral fillers on the wetting of water-based polymer dispersions, IOP Conference Series: Materials Science and Engineering. 708 (1) (2019) 012103
Galina, Epoxy composites of reduced flammability, Composites Part B: Engineering. 95 (2016) 1-8 [19] N.
Danchenko, Influence of intermolecular interactions of epoxy binder components on rheological properties and wetting ability, IOP Conference Series: Materials Science and Engineering. 708 (1) (2019)

Experiment Study on Formula and Field of the Dust Suppressant for the Open Mine Road Cuifeng Du 1, a, Jianhua Du 2,b and Hongshuang Li 3,c 1 School of Civil and Environment Engineering , University of Science and Technology Beijing, Beijing 100083, P.R.CHINA 2 School of Civil and Environment Engineering , University of Science and Technology Beijing, Beijing 100083, P.R.CHINA 3 School of Civil and Environment Engineering , University of Science and Technology Beijing, Beijing 100083, P.R.CHINA a ducuifeng@126.com, bmagicdna@126.com,cli_hongshuang@126.com Keywords: dust suppressant; open mine road ; road dust raising; moisture content of dust sample Abstract.
Mining Engineering. 1991, 43(3): 338 [9] Muleski Gregory.