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Online since: January 2022
Authors: Samia Achour, Fattoum Bouchemal
Assessment of Physicochemical Parameters and Suitability for Irrigation of Groundwater Resources from Biskra Area
(Southeastern Algeria)
Fattoum Bouchemal1,a*, Samia Achour2,b
1Hydraulic and Civil Engineering Department, University of El Oued, PO Box 789, El Oued, 39000, Algeria
1,2Research Laboratory in Underground and Surface Hydraulics (LARHYSS), University of Biskra, BP 145, RP, 07000, Biskra, Algeria
*bouchemal_hydro@yahoo.fr (corresponding author)
Keywords: Groundwater; Physicochemical Quality; Suitability, Irrigation; Biskra Area.
Acknowledgment This work was supported by LARHYSS Laboratory, Civil Engineering and Hydraulic Department, University of Biskra-Algeria, and the General Direction of Scientific Research and Technological Development of the Ministry of Higher Education and Scientific Research-Algeria.
International Journal of Engineering Research in Africa, 2014, 13, 81–90. https://doi.org/10.4028/www.scientific.net/JERA.13.81 [12] A.N.A.T.
Turkish Journal of Engineering and Environmental Sciences, 2006, 30, 203-219
World Academy of Science, Engineering and Technology, 2013, 23, 7-23
Acknowledgment This work was supported by LARHYSS Laboratory, Civil Engineering and Hydraulic Department, University of Biskra-Algeria, and the General Direction of Scientific Research and Technological Development of the Ministry of Higher Education and Scientific Research-Algeria.
International Journal of Engineering Research in Africa, 2014, 13, 81–90. https://doi.org/10.4028/www.scientific.net/JERA.13.81 [12] A.N.A.T.
Turkish Journal of Engineering and Environmental Sciences, 2006, 30, 203-219
World Academy of Science, Engineering and Technology, 2013, 23, 7-23
Online since: May 2012
Authors: Phukij Phankasem, Tumrong Prempree, Prayong Keeratiurai, Sanguan Patamatamkul, Nathawut Tanee
Carbon Sequestration of Fast Growing Tree
for Rural Electricity Generation
Phukij Phankasem1,a * Tumrong Prempree2,b Prayong Keeratiurai2,c * Sanguan Patamatamkul3,d Nathawut Tanee4,e
1 Ph.D Student,Faculty of Engineering Vongchavalitkul University
2 School of Civil Engineering, Faculty of Engineering, Vongchavalitkul University
3 Civil Engineering,Faculty of Engineering Naresuan University
4 School of Biology, Institute of Science, Suranaree University of Technology
* Corresponding author
aPhukij5@hotmail.com, bsa_angjit@hotmail.com, c praying_kee@yahoo.co.th,
dsanpat@kku.ac.th, enathawut@sut.ac.th
Keywords: Carbon Sequestration ,Biomass, Biomass Energy, Rural Electrification
Abstract.
Online since: March 2021
Authors: Mohd Rosli Hainin, Mohd Khairul Idham Mohd Satar, Muhammad Naqiuddin Mohd Warid, Siti Nur Naqibah Kamarudin, Ramadhansyah Putra Jaya
The Usage of Treated Plastic as Additive to Improve the Asphalt Mixture’s Performance by Using Dry Mix Method
Siti Nur Naqibah Kamarudin1,a*, Mohd Rosli Hainin1,2,b,
Muhammad Naqiuddin Mohd Warid1,c, Mohd Khairul Idham Mohd Satar1,d
and Ramadhansyah Putra Jaya2,e
1Department of Geotechnics and Transportation, School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), Skudai, Johor, Malaysia
2College of Engineering, Universiti Malaysia Pahang (UMP), 26600 Pekan, Pahang, Malaysia
a*sitinurnaqibah@graduate.utm.my, bmrosli@utm.my, cnaqiuddin@utm.my, dkhairulidham@utm.my, eramadhansyah@ump.edu.my
Keywords: Treated Plastic, Hot Mix Asphalt, Rutting, Stripping, Cracking, Dry Mix Method.
Additive is one possible approach to modified and significantly improve the engineering value of asphalt mixtures [7].
The efficiency of dry method also has been questioned by many researchers and material engineers as well.
J. of Mat. in Civil Eng., 30(6) (2018), 04018116
Additive is one possible approach to modified and significantly improve the engineering value of asphalt mixtures [7].
The efficiency of dry method also has been questioned by many researchers and material engineers as well.
J. of Mat. in Civil Eng., 30(6) (2018), 04018116
Online since: December 2014
Authors: Paulo Batista Gonçalves, F.M.A. da Silva, A.L.D.P. Argenta, Z.J.G.N. del Prado
Gonçalves2, d
1Federal University of Goiás, School of Civil Engineering, Avenida Universitária, 1488, Setor Leste Universitário, 74605-200, Goiânia, GO, Brazil
2Pontifical Catholic University of Rio de Janeiro, Department of Civil Engineering, Rua Marquês de São Vicente, 225, Gávea, 22453-900, Rio de Janeiro, RJ, Brazil
azenon@eec.ufg.br, banalarissaargenta@hotmail.com, csilvafma@eec.ufg.br, dpaulo@puc-rio.br
Keywords: Cylindrical Shells.
Introduction Circular cylindrical shells are widely used structures in several engineering areas and their high efficiency as load carrying members for both axial load and lateral pressure makes them the most common shell geometry for industrial applications.
Yang, Free vibrations of fluid-filled orthotropic cylindrical shells, Journal of Engineering Mechanics. 123 (1997) 1130-1133
In: International Conference on Noise and Vibration Engineering (ISMA), 2012, Leuven, Belgium.
Introduction Circular cylindrical shells are widely used structures in several engineering areas and their high efficiency as load carrying members for both axial load and lateral pressure makes them the most common shell geometry for industrial applications.
Yang, Free vibrations of fluid-filled orthotropic cylindrical shells, Journal of Engineering Mechanics. 123 (1997) 1130-1133
In: International Conference on Noise and Vibration Engineering (ISMA), 2012, Leuven, Belgium.
Online since: August 2022
Authors: Hao Wei, Dong Cui, Xiao Bao Zuo, Xiao Ying Xie
Effect of Carbonation on Microstructure Evolution of Alkali-Activated Slag Pastes
Xiaoying Xie1,a, Hao Wei1,b, Xiaobao Zuo1,c, Dong Cui1,d*,
1Department of Civil Engineering, School of Science, Nanjing University of Science and Technology, Nanjing 210094, China
axxy970224@163.com, bwh97923@163.com, cxbzuo1968@163.com, dcuidong@njust.edu.cn
Keywords: alkali-activated slag; carbonation; microstructure; phase composition; porosity
Abstract: In order to reveal the carbonation mechanism of alkali-activated concrete, the accelerated carbonation tests based on alkali-activated slag pastes were carried out.
Therefore, exploring the influence mechanism of carbonation on the microstructure of alkali-activated concrete, serves as basis for evaluating and optimizing the properties of alkali-activated concrete; better yet, such work can help promote the use of alkali-activated materials in construction engineering.
The above research is helpful to reveal the mechanism of durability degradation of alkali-activated slag concrete, and the work is also beneficial for the popularization and application of alkali-activated materials in construction engineering. 2.
Acknowledgement This research was funded by the National Natural Science Foundation of China (Grant number: 52008210), the Youth Fund from State Key Laboratory of High-Performance Civil Engineering Materials (Grant number: 1193171134959), and Fundamental Research Funds for the Central Universities (Grant number: 30920021146).
International Journal of Innovative Technology and Exploring Engineering, 2020, 9(9):204-215
Therefore, exploring the influence mechanism of carbonation on the microstructure of alkali-activated concrete, serves as basis for evaluating and optimizing the properties of alkali-activated concrete; better yet, such work can help promote the use of alkali-activated materials in construction engineering.
The above research is helpful to reveal the mechanism of durability degradation of alkali-activated slag concrete, and the work is also beneficial for the popularization and application of alkali-activated materials in construction engineering. 2.
Acknowledgement This research was funded by the National Natural Science Foundation of China (Grant number: 52008210), the Youth Fund from State Key Laboratory of High-Performance Civil Engineering Materials (Grant number: 1193171134959), and Fundamental Research Funds for the Central Universities (Grant number: 30920021146).
International Journal of Innovative Technology and Exploring Engineering, 2020, 9(9):204-215
Online since: May 2011
Authors: Jian Xi Ren, Yin He Zhang, Qing Yuan Li, Kun Zhang
Testing analysis on rock fatigue life due to affecting factors under uniaxial compression
REN Jian-xia, ZHANG Yin-heb, LI Qing-yuanc , Zhang Kund
School of Architecture and Civil Engineering,Xi’an University of Science and Technology, Xi’an 710054,China
aRenjianxi1968@163.com , bzhangyinhe013@sohu.com,c lqywy@hotmail.com,dzhangkun0833@163.com
Key words: rock,uniaxial compression,fatigue life,cyclic loading,affecting factors
Abstract: Using the rock mechanics multi-function testing machine named RMT150B, the testing study on rock fatigue life due to different affecting factors under uniaxial compression condition are accomplished.
Acknowledgement Specialized Research Fund for the Doctoral Program of Higher Education (NO.20096121110004) References [1] Ge Xiurun, Ren Jianxi, Pu Yibin, Ma Wei, ZhuYuanlin etc Rock fatigue mesoscopic damage evolution properties of CT analysis [J]Journal of Geotechnical Engineering 2001,23(2):191~195 [2] Ge Xiurun, JiangYu, LuYun, Ren Jianxi,the experimental research of therock fatigue deformation characteristics under the cycle load ,Rock mechanics and engineering journal2003,22(10):1581~1585 [3] JiangYu, Ge Xiurun,Ren Jianxi,The deformation laws and acoustic emission characteristics during the destruction process of rock fatigue [J],Rock mechanics and engineering journal2004,23(11):1810~1814 [4] C E Fairhurst,J A Hudson.Uniaxial compression test determing rock stress_straining curves ISRM The recommended draft[J],Rock mechanics and engineering journal 2000,19(6):802~808
Acknowledgement Specialized Research Fund for the Doctoral Program of Higher Education (NO.20096121110004) References [1] Ge Xiurun, Ren Jianxi, Pu Yibin, Ma Wei, ZhuYuanlin etc Rock fatigue mesoscopic damage evolution properties of CT analysis [J]Journal of Geotechnical Engineering 2001,23(2):191~195 [2] Ge Xiurun, JiangYu, LuYun, Ren Jianxi,the experimental research of therock fatigue deformation characteristics under the cycle load ,Rock mechanics and engineering journal2003,22(10):1581~1585 [3] JiangYu, Ge Xiurun,Ren Jianxi,The deformation laws and acoustic emission characteristics during the destruction process of rock fatigue [J],Rock mechanics and engineering journal2004,23(11):1810~1814 [4] C E Fairhurst,J A Hudson.Uniaxial compression test determing rock stress_straining curves ISRM The recommended draft[J],Rock mechanics and engineering journal 2000,19(6):802~808
Online since: August 2012
Authors: Li Xin Li, Yi Bo Zhang, Jie Guan Zhang
Study of subway construction management mode
Lixin Li1,a, Jieguan Zhang2,b and Yibo Zhang3,c
1.2.3School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China.
By the owners and project management agreed upon services[1], the depth of cooperation division, there are project management services (PMS) mode, the Project Management Contractor (PMC) mode, Construction Engineering Management (CM) mode, the Management Contractor (MC) mode and project control (PC) mode, replacement contract mode Partnering model and so on.
This mode is based on operational and investment, construction of phase separation of thinking, it is most obvious with the features in the construction management and operations management to introduce a competition mechanism, a certain extent to achieve a market-oriented metro engineering project management of, there are beneficial to professional management.
And the urban rail transport market has become more mature, multi-structure of investment financing function can achieve better its ability to respond to network a tremendous funding gap is clearly more than a single investment structure, better meeting the needs of urban development on the metro engineering building needs. 3.2.2 Organization management structure change In the singlet phase, integrated structure to avoid the result in a substantial increase in the post-operating costs due to poor project early management, effective coordination and resolve interface issues (such as the management interface, engineering, technical interfaces, etc.). " Four separate " structure was also professional, social production can effectively reduce production costs, can also be applied to single-line stage.
By the owners and project management agreed upon services[1], the depth of cooperation division, there are project management services (PMS) mode, the Project Management Contractor (PMC) mode, Construction Engineering Management (CM) mode, the Management Contractor (MC) mode and project control (PC) mode, replacement contract mode Partnering model and so on.
This mode is based on operational and investment, construction of phase separation of thinking, it is most obvious with the features in the construction management and operations management to introduce a competition mechanism, a certain extent to achieve a market-oriented metro engineering project management of, there are beneficial to professional management.
And the urban rail transport market has become more mature, multi-structure of investment financing function can achieve better its ability to respond to network a tremendous funding gap is clearly more than a single investment structure, better meeting the needs of urban development on the metro engineering building needs. 3.2.2 Organization management structure change In the singlet phase, integrated structure to avoid the result in a substantial increase in the post-operating costs due to poor project early management, effective coordination and resolve interface issues (such as the management interface, engineering, technical interfaces, etc.). " Four separate " structure was also professional, social production can effectively reduce production costs, can also be applied to single-line stage.
Online since: May 2011
Authors: Ri Gao, Xiao Lv Lu
The Research of the Application of Reactive Powder Concrete Wind Barriers of High Speed Railway Bridges
Xiaolv Lua, Ri Gaob
School of Civil Engineering, Beijing Jiao tong University, Beijing, China
aluxiaolv520@163.com, brigao@bjtu.edu.cn
Keywords: RPC; wind barriers; numerical simulation; application
Abstract.
Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90 (10): 1127 - 1134 [2] T.
Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90 (12): 1601 - 1610 [3] M.
Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91 (1 - 2): 209 - 218 [4] M.
Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96 (5): 584 - 610 [5] T.
Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90 (10): 1127 - 1134 [2] T.
Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90 (12): 1601 - 1610 [3] M.
Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91 (1 - 2): 209 - 218 [4] M.
Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96 (5): 584 - 610 [5] T.
Online since: May 2011
Authors: Xiao Gang Wei, Li Ping Lv, Kui Xing Liu, Shu Xian Liu
Experimental Investigation of Simulating Similar Materials of Multi-Seam Mining in Steep
Kui-xing LIU 1, a, Xiao-gang WEI 2,b , Shu-xian LIU 3,cand Li-ping LV 4,d
1 School of Environment Science and Technology of TianJin University
2 College of Civil Engineering and Architecture ,LiaoNing Technical University, China
3 The Capital Construction Office of LiaoNing Technical University, China
4 College of Resources and Environment Engineering ,LiaoNing Technical University, China
a lntuliushuxian@163.com, bzzxmwxg@163.com, clgdliushuxian@tom.com,dllplvxw@163.com
Keywords: Steep Seam, Mining Subsidence, Similar Material, Experimental Investigation.
Although the method of experimental investigation of simulating similar materials can Only study rock and ground deformation the qualitative after seam mined, the knowledge of these laws can be Awarded through laboratory investigation and the rock mass parameters can be got .Therefore for the study of underground rock engineering and Solving practical problems, the method of experimental investigation of simulating similar materials has some reference value.
Beijing: Coal Industry Press(2004),in Chinese [2] Zhao Desen,xueli Fan:Exploration Engineering Control Technology Research and Development Direction[J].
Geological Hazard and Control. (2001),12(2):p.86–89 ,in Chinese [3] Shuxian LIU, Xiaogang WEI, Yaqiang WEI:The Mechanism Analysis of Structure’s Double Protection of Anti-seismic and Anti-deformation in Mining Area [J] Disaster Prevention and Mitigation Engineering.
Although the method of experimental investigation of simulating similar materials can Only study rock and ground deformation the qualitative after seam mined, the knowledge of these laws can be Awarded through laboratory investigation and the rock mass parameters can be got .Therefore for the study of underground rock engineering and Solving practical problems, the method of experimental investigation of simulating similar materials has some reference value.
Beijing: Coal Industry Press(2004),in Chinese [2] Zhao Desen,xueli Fan:Exploration Engineering Control Technology Research and Development Direction[J].
Geological Hazard and Control. (2001),12(2):p.86–89 ,in Chinese [3] Shuxian LIU, Xiaogang WEI, Yaqiang WEI:The Mechanism Analysis of Structure’s Double Protection of Anti-seismic and Anti-deformation in Mining Area [J] Disaster Prevention and Mitigation Engineering.
Online since: April 2011
Authors: Ying Fu, Yi Feng Zhang
Size Distribution of Organic Modifier of Poly-silicic-ferric Coagulant
Ying FU1,2,a, YiFeng ZHANG1,b
1School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China
2College of Environmental Science and Engineering, Shandong University, Jinan 250100, China
aemail: cea_fuy@ujn.edu.cn, bemail: cea_zhangyf@ujn.edu.cn
Keywords: Organic modification.
Yu: Colloids and Surfaces A: Physicochemical and Engineering Aspects Vol. 312 (2008), p. 238 [6] S.
Fu and S.L: Environmental Engineering Science Vol. 24 (2007), p. 1017 [17] B.Y.
Yu: Chemical Engineering Journal.
Yu: Colloids and Surfaces A: Physicochemical and Engineering Aspects Vol. 312 (2008), p. 238 [6] S.
Fu and S.L: Environmental Engineering Science Vol. 24 (2007), p. 1017 [17] B.Y.
Yu: Chemical Engineering Journal.