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Carbonized Residues Electrical Resistance as a Result of the Supramolecular Structure Organization TREGUBOV Dmytroa*, MAIBORODA Artemb, CHYRKINA-KHARLAMOVА Marynac and ZHURBYNSKYI Dmytrod National University of Civil Defence of Ukraine, 8, Onoprienka str., Cherkasy, Ukraine, 18034 atrehubov_dmytro@nuczu.edu.ua, bmaiboroda_artem@nuczu.edu.ua, сchyrkina-kharlamova_maryna@nuczu.edu.ua, dzhurbynskyi_dmytro@nuczu.edu.ua Keywords: solid combustible material, carbonized residue, metallurgical coke, resistivity, measurement, physicochemical properties, prediction.
Lecture Notes in Civil Engineering. 100 (2021) 409–418
Materials Science and Engineering. 1021/1 (2021) 012031
Thermophysics and Thermal Power Engineering. 37/3 (2015) 54–64 [in Ukrainian]

Stefanizzi 2,b (1) Department of Civil, Environmental, Building Engineering and Chemistry (DICATECh), Polytechnic University of Bari, via Orabona 4, Bari 70125, Italy (2) Department of Sciences of Civil Engineering and Architecture (DICAR), Polytechnic University of Bari, via Orabona 4, Bari 70125, Italy (a) stefanialiuzzi@libero.it, (b)p.stefanizzi@poliba.it Keywords: hygrothermal behaviour, porosity, indoor comfort, moisture control, numerical model, buffering performance.
The Technical University of Denmark, Department of Structural Engineering and Materials, 1999

Universitas Gadjah Mada Drinking Water Supply System (UGM-DWSS) Potential on Supporting Green Campus Program in Universitas Gadjah Mada Adhi Fahrianto S.1,a, Intan Supraba2,b*, Radianta Triatmadja3,c and Budi Kamulyan4,d 1,2,3,4Department of Civil and Environmental Engineering, Faculty of Engineering,Universitas Gadjah Mada, Indonesia aadhi.fahrianto.s@mail.ugm.ac.id, bintan.supraba@ugm.ac.id, cradianta@ugm.ac.id, dbudi.kamulyan@ugm.ac.id Keywords: Universitas Gadjah MadaDrinking Water Supply System (UGM-DWSS), green campus, plastic waste Abstract.
The idea to establish UGM-DWSS was proposed by Students Association of Civil Engineering of UGM by designing UGM-DWSS.

Analytical Techniques for Detection of Oil Presence in Mortar Pavla Bauerová1,2,a, Pavel Reiterman1,3,b*, Petra Mácová4,c, Zuzana Slížková4,d, Martina Havelcová5,e, Andrii Mahun6,7,f, Silvie Švarcová8,g and Martin Keppert1,2,h 1University Centre for Energy Efficient Buildings, Czech Technical University in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic 2Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic 3Experimental Centre, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic 4Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prosecká 809/76, 190 00 Praha 9, Czech Republic 5Institute of Rock Structure and Mechanics of the Czech Academy of Sciences, V Holešovičkách 94/41, 182 09 Praha 8, Czech Republic 6Institute of Macromolecular Chemistry of the Czech Academy of Sciences

Exploring the Effectiveness of Lime-Natural Pozzolana Stabilization on a Calcite-Rich Soil in the Presence of Phosphates Ali Bachir Oussama1,a*, Boudlal Omar1,b and Khattaoui Mohammed1,c 1Department of Civil Engineering, Mouloud Mammeri University of Tizi Ouzou, Laboratory of Geomaterials, Environmental and Installations (LGEA), 15000 Tizi Ouzou, Algeria.
Gadouri, Behavior of Natural Pozzolana-Lime-stabilized Clayey Soils Artificially Contaminated by Sulfates, Jordan Journal of Civil Engineering. 17 (2023)
Effect of industrial wastes on the physical and engineering properties of soils.
Civil and Environmental Engineering Reports. v 33 (2023) 73-94 https://doi.org/10.59440/ceer/181197 [19] A.A.E.
World Academy of Science, Engineering and Technology.

Therefore, this kind of engineering problem is universal in a certain degree.
Beam-column nodes core area sandwich a large number of low strength concrete, objectively that must have to lead the overall node strength to decrease; On the other hand, test and engineering practice shown that, the orthogonal beam which is vertical with the frame plane and intersect with the node, play a strong constraints role for concrete of node core area, the constraint role is benefit for concrete structure axial compressive and shear strength[2-4].
Here, plan to base on the current domestic and international codes' calculation methods and a limit fitting formula[9], combined with a large actual engineering, to calculate and analysize the influence of the constraint in improving the bearing capacity of core area concrete, so that it could provid some important reference to perfect the related design codes in the future.
Work units: Wuhan University of Science and Technology, Associate professor and doctor, engaged mainly in the teaching and research on geotechnical engineering.
Analytical modeling of the shear behavior of RC exterior beam-column joints[ C ] ∥Annual Conference-Canadian Society for Civil Engineering: 2005: 1 – 10

The Research on the Structure Response of Underwater Blasting on 4-Story Masonry-Concrete Building Zhibo Huang1,a,Congmou Lin1,b,Jinshan Huang1,c,Ying Chen1,d, Fanbing Meng1,e 1School of Civil Engineering, Huaqiao University, Xiamen, P.R.
China ahzbshwsj@163.com, bcmlin@hqu.edu.cn, clzxmi@21cn.com, dechenying111@huq.edu.cn, ehbmengfb@hqu.edu.cn Keywords: Blasting vibration; Structure response; Wavelet analysis; Energy distribution Abstract: This article takes the Xiamen Sea reef engineering as an example to research the structure response of underwater blasting vibration on 4-story masonry-concrete building.
Introduction Engineering blasting technology is the primary way in the current rock excavation.
Vibration damage analysis of blasting vibration on housing[C] 7th symposium on blasting engineering. 2001.
World Earthquake Engineering, 2001, 17(1):64-67.

The results can provide a reference for similar engineering.
Engineering Overview and On-site Testing Program The test background engineering was an 18-storey high-rise building with a one-story basement, of which the baseboard was made of reinforced concrete raft plate foundation.
Gong: Composite Foundation Theory and Engineering Application, 2nd ed.
Zhang: Chinese Journal Of Geotechnical Engineering , vol.27 (2005), p.841.
(In Chinese) [9] Committee of Pile Foundation Engineering Handbook: Pile Foundation Engineering Handbook.

Study on Open-Graded Cold Mend Material’s Road Performance of Porous Asphalt Pavement Gengtian Chen1,a, Jianguang Xie1,b*, Zhaoxin Wang1,c, Bingyang Zhang1,d 1Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, Jiangsu Province, 210016, China a1129285021@qq.com, bxiejg@nuaa.edu.cn, c15651648073@163.com, d1269764038@qq.com Keywords: Porous asphalt pavement, Open-graded cold mend material, Water-borne epoxy resin, Performance evaluation Abstract.
Porous asphalt pavement is widely used in domestic engineering, whose repair technology is still a problem in engineering application.

Seismic response analysis of cable-stayed bridge considering pile-soil dynamic interaction Min Zhong1, a 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China azhongmin0129@163.com Keywords: pile-soil dynamic interaction, cable-stayed bridge, material nonlinear, plastic zone Abstract.
In order to understand the effect of pile-soil dynamic interaction on dynamic characteristics and plastic development of the whole cable-stayed bridge system, the elasto-plastic seismic response of an actual cable-stayed bridge engineering considering material nonlinear was analyzed.
Introduction As a major type of large-span bridges, cable-stayed bridges are used increasingly in practical engineering.
Aimed to the key problems of practice complex bridge engineering, the elasto-plastic seismic response of cable-stayed bridge considering material nonlinear was analyzed using finite element analysis software.
ASCE Vol.90(1964), p.223 [2] El Naggar M., M Novak: Soil Dynamics and Earthquake Engineering Vol.14(1995), p.141 [3] T Nogami, J.