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Online since: July 2016
Authors: Arosha Dabarera, Somnuk Tangtermsirikul, Warangkana Saengsoy, Kanako Mori
Models for Predicting Free Water and Specific Heat of Pastes Containing Ground Granulated Blast Furnace Slag
Arosha Dabarera1,a, Warangkana Saengsoy2,b, Kanako Mori3,c,
and Somnuk Tangtermsirikul4,d
1,4 School of Civil Engineering and Technology, Sirindhorn International Institute of Technology (SIIT), Thammasat University, Thailand
2 Construction and Maintenance Technology Research Center (CONTEC), School of Civil Engineering and Technology, Sirindhorn International Institute of Technology (SIIT), Thammasat University, Thailand
3 R&D Department II, Central Research Laboratory, Taiheiyo Cement Corporation
aaroshagp@gmail.com, bwarangkana@siit.tu.ac.th, ckanako_mori@taiheiyo-cement.co.jp dsomnuk@siit.tu.ac.th
Keywords: Slag, Free water, Specific heat
Abstract.
The use of slag as a cement replacing material in concrete has gained attraction due to its engineering advantages such as low heat generation, low permeability and enhanced durability properties [2].
Tangtermsirikul, Model for predicting temperature of mass concrete, 4th Regional Symposium on Infrastructure Development in Civil Engineering, Thailand (2003) [5] P.
Pongsak, A study on specific heat of paste, mortar, and no-fine concrete containing fly ash, 8th National Convention on Civil Eng, Khon Kaen (2002) 86-92.
The use of slag as a cement replacing material in concrete has gained attraction due to its engineering advantages such as low heat generation, low permeability and enhanced durability properties [2].
Tangtermsirikul, Model for predicting temperature of mass concrete, 4th Regional Symposium on Infrastructure Development in Civil Engineering, Thailand (2003) [5] P.
Pongsak, A study on specific heat of paste, mortar, and no-fine concrete containing fly ash, 8th National Convention on Civil Eng, Khon Kaen (2002) 86-92.
Online since: June 2012
Authors: Dian Zhong Liu, Shi Hao Tian
The Experimental Research of New Lightweight Steel Composite Slab
Liu Dian-zhong, Tian Shi-hao
School of Civil Engineering, Jilin Institute of Architecture and Civil Engineering, Changchun, China 130118
Email:dz105@163.com
Keyword: cold formed thin-walled steel;lightweight aggregate concrete;composite sandwich slab;lightweight steel composite structure
Abstract: The new composite sandwich slab of the cold formed thin-walled steel and lightweight aggregate concrete is studied.
Changchun: Jilin Institute of Architecture and Civil Engineering, 2011
ANSYS Civil Engineering Application Examples [M].
Changchun: Jilin Institute of Architecture and Civil Engineering, 2011
ANSYS Civil Engineering Application Examples [M].
Online since: September 2013
Authors: Qun Yang, Xu Li
Laboratory and field studies on construction opportunity of porous concrete overlay in tunnel
Qun Yang1,a and Xu Li1,b
1Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai201804, China
aqunyang.w@163.com, blixu101012@163.com
Keywords: porous concrete overlay; tunnel pavement; double-layer; construction opportunity; compressive strength; shearing strength; tensile splitting strength
Abstract.
Journal of Materials in Civil Engineering, Vol. 21, No. 4, pp. 186-191
“Capillary Transport in RCC: Water-to-Cement Ratio, Strength, and Freeze-Thaw Resistance” Journal of Materials in Civil Engineerin, Vol. 23, No. 8. pp. 1181-1191
KSCE Journal of Civil Engineering, Vol. 7, No. 2, pp. 141-146
KSCE Journal of Civil Engineering, Vol. 5, No. 2, pp. 141-145
Journal of Materials in Civil Engineering, Vol. 21, No. 4, pp. 186-191
“Capillary Transport in RCC: Water-to-Cement Ratio, Strength, and Freeze-Thaw Resistance” Journal of Materials in Civil Engineerin, Vol. 23, No. 8. pp. 1181-1191
KSCE Journal of Civil Engineering, Vol. 7, No. 2, pp. 141-146
KSCE Journal of Civil Engineering, Vol. 5, No. 2, pp. 141-145
Numerical Investigation of Stainless Steel Welded I-Sections Subjected to Lateral-Torsional Buckling
Online since: September 2016
Authors: Mahmud Ashraf, Mohammad Anwar-Us-Saadat, Shameem Ahmed
Gardner, A new approach to structural stainless steel design, in: Department of Civil and Environment Engineering, Imperial College of London, London, UK, 2002
Ashraf, Structural stainless steel design: Resistance based on deformation capacity, in: Department of Civil and Environment Engineering, Imperial College of London, London, UK, 2006, pp. 300
Saliba, Structural behaviour of lean duplex stainless steel welded I-sections, in, PhD thesis, Deprtment of Civil and Environmental Engineering, Imperial College London, 2012
Afshan, Structural Behaviour of Cold-Formed Stainless Steel Tubular Members, in: Department of Civil and Environmental Engineering, Imperial College of London, London, UK, 2013, pp. 217
Ashraf, Structural stainless steel design: Resistance based on deformation capacity, in: Department of Civil and Environment Engineering, Imperial College of London, London, UK, 2006, pp. 300
Saliba, Structural behaviour of lean duplex stainless steel welded I-sections, in, PhD thesis, Deprtment of Civil and Environmental Engineering, Imperial College London, 2012
Afshan, Structural Behaviour of Cold-Formed Stainless Steel Tubular Members, in: Department of Civil and Environmental Engineering, Imperial College of London, London, UK, 2013, pp. 217
Online since: August 2015
Authors: Ioan Andrei Bindean, Valeriu Augustin Stoian, Mihai Fofiu, Eva Partene
Structural Health Monitoring System, Development and Testing
Ioan-Andrei Bindean 1,a, Mihai Fofiu1,b, Eva Partene1,c
and Valeriu Augustin Stoian1,d
1“Politehnica” University of Timisoara, Faculty of Civil Engineering, Traian Lelescu 2, Timisoara 300223, Timis, Romania
aandrei.bindean@student.upt.ro, bmihai.fofiu@student.upt.ro, ceva.partene@student.upt.ro, dvaleriu.stoian@upt.ro (corresponding author)
Keywords: Structural health monitoring, masonry, internet of things, out of plane, seismic.
Accelerometers are widely used in civil engineering, see for example [1,2], for seismic monitoring of structures, being easy to deploy and interpretation of their response does not require any baseline measurement.
Wallace, Instrumentation for Structural Health Monitoring: Measuring Interstory Drift, Proceedings of the 14th World Conference on Earthquake Engineering, 2008, 1-7
Robertson, Structural Health Monitoring Systems For Civil And Architectural Structures: Lvdt-Taut-Wire Baselines, Crack Monitoring Devices, & Strain Based Deflection Monitoring Algorithms, 2007
Damages and Consolidation Measures, 2nd Conference for PhD students in Civil Engineering, 2014, 101-108
Accelerometers are widely used in civil engineering, see for example [1,2], for seismic monitoring of structures, being easy to deploy and interpretation of their response does not require any baseline measurement.
Wallace, Instrumentation for Structural Health Monitoring: Measuring Interstory Drift, Proceedings of the 14th World Conference on Earthquake Engineering, 2008, 1-7
Robertson, Structural Health Monitoring Systems For Civil And Architectural Structures: Lvdt-Taut-Wire Baselines, Crack Monitoring Devices, & Strain Based Deflection Monitoring Algorithms, 2007
Damages and Consolidation Measures, 2nd Conference for PhD students in Civil Engineering, 2014, 101-108
Online since: September 2014
Authors: Shui Wan, Pei Feng Li
Fig. 1 Steel truss pedestrian bridge
Steel Pedestrian Bridge
Steel structure is currently the most popular civil engineering structure type, and is widely used in city bridges and large-span highway bridges for its material uniformity, high strength, light weight, ease of construction and other advantages.
In recent years, FRP has become a new kind of bridge engineering structural material for its high strength, light weight, corrosion resistance, etc.
And the application of FRP structure and FRP composite structures are also increasingly taken seriously by engineering [3].
Among them, the blend type connection obtains more application in bridge engineering.
Shui: 3rd International Conference on Civil Engineering and Transportation (2014), p. 1260 [5] X.
In recent years, FRP has become a new kind of bridge engineering structural material for its high strength, light weight, corrosion resistance, etc.
And the application of FRP structure and FRP composite structures are also increasingly taken seriously by engineering [3].
Among them, the blend type connection obtains more application in bridge engineering.
Shui: 3rd International Conference on Civil Engineering and Transportation (2014), p. 1260 [5] X.
Online since: July 2020
Authors: Saad Al-Wazni
Mohammed, Behavior of reinforced reactive powder concrete two-way slabs under static and repeated load, Journal Civil Engineering Journal, 4 (6) 1178-1192 (2018)
Al-Khafaji, Behavior of reinforced concrete slabs under impact, Ph.D. thesis, Civil Engineering Department, College of Engineering, University of Baghdad, Iraq, 2009
Saatci, Behavior and modeling of reinforced concrete structure subjected to impact load, Ph.D. thesis, Civil Engineering Department, University of Toronto, Canada, 2007
Mustapha, Low velocity and high velocity impact test on composite materials, The International Journal of Engineering and Science (IJES). 3(9) (2014) 50-60
Jumaat, Ductility behaviors of oil palm shell steel fibre-reinforced concrete beams under flexural loading, European Journal of Environmental and Civil Engineering. 23(7) (2019) 866-878, ISSN: 1964-8189 (Print) 2116-7214 (Online)
Al-Khafaji, Behavior of reinforced concrete slabs under impact, Ph.D. thesis, Civil Engineering Department, College of Engineering, University of Baghdad, Iraq, 2009
Saatci, Behavior and modeling of reinforced concrete structure subjected to impact load, Ph.D. thesis, Civil Engineering Department, University of Toronto, Canada, 2007
Mustapha, Low velocity and high velocity impact test on composite materials, The International Journal of Engineering and Science (IJES). 3(9) (2014) 50-60
Jumaat, Ductility behaviors of oil palm shell steel fibre-reinforced concrete beams under flexural loading, European Journal of Environmental and Civil Engineering. 23(7) (2019) 866-878, ISSN: 1964-8189 (Print) 2116-7214 (Online)
Online since: February 2019
Authors: Mariano Angelo Zanini, Carlo Pellegrino, Manuel Alejandro Fernández Ruíz, Flora Faleschini
Effect of Aggregate of Electrıc Arc Furnace Slag on Durabılıty of Reınforced Concrete Structures in Chlorıde Envıronment - (Part I)
Flora Faleschini1,2, Mariano Angelo Zanini1,a,
Manuel Alejandro Fernández Ruíz3, Carlo Pellegrino1
1Department of Civil, Environmental and Architectural Engineering, University of Padova, via Francesco Marzolo 9, Padova, Italy.
2Department of Industrial Engineering, University of Padova, via Giovanni Gradenigo 6/a, Padova, Italy.
3Department of Industrial and Civil Engineering, University of Cádiz (UCA).
Bulletin of Earthquake Engineering 11(2): 561-579
Advances in Civil Engineering, ID 4742372, 11 pages
-T., Pellegrino C., Pasetto M. (2018) Dimensional stability of electric arc furnace slag in civil engineering applications.
International Conference on Chemical, Civil and Environmental Engineering (CCEE’2014) Nov 18-19, 2014 Singapore
Bulletin of Earthquake Engineering 11(2): 561-579
Advances in Civil Engineering, ID 4742372, 11 pages
-T., Pellegrino C., Pasetto M. (2018) Dimensional stability of electric arc furnace slag in civil engineering applications.
International Conference on Chemical, Civil and Environmental Engineering (CCEE’2014) Nov 18-19, 2014 Singapore
Online since: August 2014
Authors: Salvador Ivorra, Dora Foti, Leonarda Carnimeo
Technical University of Bari, Bari, Italy
2 Dept. of Civil Engineering and Architecture.
Key Engineering Materials 01/2014
Key Engineering Materials, 2014
Computer-Aided Civil And Infrastructure Engineering, 2014, Online ISSN: 1467-8667, doi: 10.1111/mice.12071
Key Engineering Materials, 2014
Key Engineering Materials 01/2014
Key Engineering Materials, 2014
Computer-Aided Civil And Infrastructure Engineering, 2014, Online ISSN: 1467-8667, doi: 10.1111/mice.12071
Key Engineering Materials, 2014
Online since: April 2021
Authors: Sergey Mikhailovich Vasilyev, Yuri M. Kosichenko, Oleg A. Baev
At the same time, waterproof materials are used for anti-filtration systems (as screens and coverings for canals, ponds, dams and various types of waste collectors), and previous materials are used for drainage systems (as drainage in hydraulic and civil engineering).
Relevance The most promising areas for the use of geosynthetic materials in hydraulic engineering is the creation of anti-filtration structures and drainage systems for hydraulic engineering structures (HES).
Practical Significance The practical significance of the research lies in the development of new types of geocomposite materials – bentonite mats of the waterproofing brand «Bento-GP» and waterproofing and drainage material of the profiled geomembrane of the brand «GP», which can be used in hydraulic and civil engineering for anti-filtration and drainage purposes.
Semenkov // Hydraulic Engineering. 1992.
Orlova Geosynthetic materials in hydraulic engineering construction // Hydraulic engineering. 2014.
Relevance The most promising areas for the use of geosynthetic materials in hydraulic engineering is the creation of anti-filtration structures and drainage systems for hydraulic engineering structures (HES).
Practical Significance The practical significance of the research lies in the development of new types of geocomposite materials – bentonite mats of the waterproofing brand «Bento-GP» and waterproofing and drainage material of the profiled geomembrane of the brand «GP», which can be used in hydraulic and civil engineering for anti-filtration and drainage purposes.
Semenkov // Hydraulic Engineering. 1992.
Orlova Geosynthetic materials in hydraulic engineering construction // Hydraulic engineering. 2014.