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Online since: April 2016
Authors: Pavel Kovač, Ľubomír Šooš, Juraj Ondruška, Viliam Čačko
Development of a Modular Flood Barrier Concept
Made from Recycled Plastic
Ľubomír ŠOOŠ1,a *, Juraj ONDRUŠKA1,b, Pavel KOVÁČ2,c and Viliam ČAČKO1,d
1Faculty of mechanical engineering STU in Bratislava, Nám.
The principal coordinator of the project is the faculty of mechanical engineering, and the project is financed by the recycling fund in Slovakia.
The results of the tests from the faculty of mechanical engineering STU (SjF STU, table 1) in Bratislava, and the results from external experts at the faculty of civil engineering at STU (SvF STU, table 1) in Bratislava were compared for different angles of the barrier under given loading conditions (Table 1).
The principal coordinator of the project is the faculty of mechanical engineering, and the project is financed by the recycling fund in Slovakia.
The results of the tests from the faculty of mechanical engineering STU (SjF STU, table 1) in Bratislava, and the results from external experts at the faculty of civil engineering at STU (SvF STU, table 1) in Bratislava were compared for different angles of the barrier under given loading conditions (Table 1).
Online since: May 2012
Authors: Zhen Hua Wu, Ding Bang Zhang, Yue Ya Tu, Tao Cheng, Jian Yi Yuan, Jian Xiang
The connecting research of subgrade has become a very important item in road building engineering.
According to the minimum deformation, the scheme of the third roller is chosen which is beneficial to the train’s safty and stability of whole subgrade; and (3) According with the train speed of 200km/h in the value of 3mm smooth management request, speed limits of train or other engineering measures should be adopted during the construction of embankment, in order to ensure driving safety and the overall stability of the embankment.
References [1] Z.B Guo, J Yu, Z.Z Xu: submitted to Journal of Construction Technology (2002) [2] J.H Zhang: PhD thesis, Southeast University (2006) [3] G.R Lv: PhD thesis, Shandong University (2008) [4] G.S Liu: PhD thesis, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (2009) [5] J.Y Yuan: submitted to International Symposium on Innovation & Sustainability of Structures in Civil Engineering. (2009) [6] J.Y Yuan, Y.Y Lv: submitted to Advanced Materials Research (2011) [7] L.
Chen: submitted to Journal of of Disaster Prevention and Mitigation Engineering (2008) [8] D.W Zhang, S.Y.
According to the minimum deformation, the scheme of the third roller is chosen which is beneficial to the train’s safty and stability of whole subgrade; and (3) According with the train speed of 200km/h in the value of 3mm smooth management request, speed limits of train or other engineering measures should be adopted during the construction of embankment, in order to ensure driving safety and the overall stability of the embankment.
References [1] Z.B Guo, J Yu, Z.Z Xu: submitted to Journal of Construction Technology (2002) [2] J.H Zhang: PhD thesis, Southeast University (2006) [3] G.R Lv: PhD thesis, Shandong University (2008) [4] G.S Liu: PhD thesis, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences (2009) [5] J.Y Yuan: submitted to International Symposium on Innovation & Sustainability of Structures in Civil Engineering. (2009) [6] J.Y Yuan, Y.Y Lv: submitted to Advanced Materials Research (2011) [7] L.
Chen: submitted to Journal of of Disaster Prevention and Mitigation Engineering (2008) [8] D.W Zhang, S.Y.
Online since: May 2012
Authors: Xue Dai, Lian Xiang Li, Ying Jie Zheng
Analysis of an O-cell Pile Test in Jinan with FEM
Yingjie Zheng 1, a, Xue Dai 2,b and Lianxiang Li 1,c
1School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China
2Radio, Film and Television Design and Research Institute, Beijing, 100045, China
azhengyingjie@sdu.edu.cn, bdaixue2012@126.com, cjk_doctor@163.com
Keywords: O-cell pile test, P-S curve, FEM, Pile side resistance, Bearing capacity
Abstract.
Engineering Situation As shown in Fig.1, there are eight soil layers under the analyzed site.
Proceedings of the fifth international conference on soil mechanics and geotechnical engineering, 2001: 977-979 [3] J.
Chinese Journal of Geotechnical Engineering, 2008,30(9) :1416-1422. ( In Chinese)
Engineering Situation As shown in Fig.1, there are eight soil layers under the analyzed site.
Proceedings of the fifth international conference on soil mechanics and geotechnical engineering, 2001: 977-979 [3] J.
Chinese Journal of Geotechnical Engineering, 2008,30(9) :1416-1422. ( In Chinese)
Online since: May 2011
Authors: Shun Wei Chen, Xin Zhao, Mai Wu, Dan Dan Kong
Study on Finite Element Model of Infilled Walls of Steel Frames
Xin Zhaoa, Mai Wub, Dandan Kongc and Shunwei Chen
School of civil engineering, Hebei University of Technology,
Beichen District, Tianjin City, China 300041
azhaoxintj@126.com, bwumai@hebut.edu.cn, cddkong2008@126.com
Keywords: Steel frame, Infilled Wall, Finite element, Hysteresis model
Abstract.
The bricking method was the same as that used in engineering practice.
Progress in Structural Engineering and Materials Vol. 4 (2002), p. 320 [2] Roger D.
Bennett: Journal of Structural Engineering (ASCE) Vol. 125(6) (1999), p. 590 [3] T.
The bricking method was the same as that used in engineering practice.
Progress in Structural Engineering and Materials Vol. 4 (2002), p. 320 [2] Roger D.
Bennett: Journal of Structural Engineering (ASCE) Vol. 125(6) (1999), p. 590 [3] T.
Online since: January 2012
Authors: Yi Zhang, Dong Ming Guo
Temperature Field of Doublet-wells Aquifer Thermal Energy Storage in Sanhejian Coal Mine
ZHANG Yi 1, 2, a, GUO Dong ming 1,2,b
1 State Key Laboratory for Geomechanics and Deep Underground Engineering,Beijing,100083,China
2 School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology(Beijing),100083,China
asongshu770209@126.com, bwjgdm1999@163.com
Keywords: aquifer thermal energy storage(ATES), temperature field, doublet-wells, simulation, FEFLOW
Abstract.
Chinese Journal of Rock Mechanics and Engineering,2010,sup,5:2593-2598.
Applied Thermal Engineering. 2002, 22 (12):1299-1311.
Chinese Journal of Rock Mechanics and Engineering,2010,sup,5:2593-2598.
Applied Thermal Engineering. 2002, 22 (12):1299-1311.
Online since: May 2012
Authors: Hong Da Bai, Xiao Dong Yang, Jian Rong Yang, Zuo Xiong Zheng
Field Test of a Multigirder Concrete Bridge of 25m Span
Jianrong Yang1, a, Zuoxiong Zheng2,b, Xiaodong Yang1,c and Hongda Bai3,d
1Faculty of Civil Engineering and Architecture, Kunming University of Science & Technology (Chenggong Campus), Kunming, 650500, China
2Urban & Rural Planning & Design Institute of Yunnan, Kunming, 650228, China
3Broadvision Engineering Consultants, Kunming 650011, China
acarpenter_y@sina.com, b150038275@qq.com, cyxd_km@yahoo.com.cn, dmaster_bhd@163.com
Keywords: Bridge load test, multigirder bridge, RC T beam, efficiency ratio, dynamic amplification factor, FEM model
Abstract.
Journal of Structural Engineering, Vol. 118, No. 6, 1998: 1608-1625
Cross Section Analysis Software for Structural Engineers.
Journal of Structural Engineering, Vol. 118, No. 6, 1998: 1608-1625
Cross Section Analysis Software for Structural Engineers.
Online since: May 2011
Authors: Guan Ping, Di Cui
., which allow SMAs to be utilized in many engineering applications.
Negret: Journal of engineering mechanics, Vol. 124 (1998), p. 1121 [2] Z.
B Li: China Civil Engineering Journal, Vol. 35 (2002), p. 41 (in Chinese) [3] G.
Gu: The Third International Conference on Earthquake Engineering, Nanjing, (2004), p.851 [4] H.
Negret: Journal of engineering mechanics, Vol. 124 (1998), p. 1121 [2] Z.
B Li: China Civil Engineering Journal, Vol. 35 (2002), p. 41 (in Chinese) [3] G.
Gu: The Third International Conference on Earthquake Engineering, Nanjing, (2004), p.851 [4] H.
Online since: June 2017
Authors: Rapeephun Dangtungee, Sompatsorn Wongwilatnurak, Surakit Tuampoemsab
Prototype of Geocell from Natural Rubber: Effect of Dual-Phase Fillers on Physical Properties of Rubber Compounds Reinforced
with Silica and Carbon Black
Sompatsorn Wongwilatnurak1, a *, Surakit Tuampoemsab2, b
and Rapeephun Dangtungee1, 3, c
1Department of Mechanical and Process Engineering, Materials and Production Engineering,
the Sirindhorn International Thai-German Graduate School of Engineering
2Department of Mechanical Engineering Technology, Polymer Engineering Technology,
College of Industrial Technology
3Research Center of Innovative Rubber, the Sirindhorn International Thai-German
Graduate School of Engineering
King Mongkut’s University of Technology North Bangkok, Bangkok, Thailand
asompatsorn.w-pe2013@tggs-bangkok.org, bsurakit.t@cit.kmutnb.ac.th, crapeephun.mme@tggs-bangkok.org
Keywords: Geocell, Natural rubber, Silica, Carbon black, Dual-phase filler
Abstract.
There are three parts of all work in research, which consist of finding the optimal chemical formula, designing and producing the prototype and civil engineering testing of flexible pavement components.
Acknowledgment This research has obtained supporting by materials and production engineering, department of mechanical and process and polymer engineering technology, department of mechanical engineering technology of King Mongkut’s University of Technology North Bangkok.
Yin, Fundamentals of geosynthetic engineering, Taylor & Francis/Balkema, The Netherlands, 2006
Gent, Engineering with rubber how to design rubber components, second ed., the United States of America, HanserGardner Publications Inc, (2001)
There are three parts of all work in research, which consist of finding the optimal chemical formula, designing and producing the prototype and civil engineering testing of flexible pavement components.
Acknowledgment This research has obtained supporting by materials and production engineering, department of mechanical and process and polymer engineering technology, department of mechanical engineering technology of King Mongkut’s University of Technology North Bangkok.
Yin, Fundamentals of geosynthetic engineering, Taylor & Francis/Balkema, The Netherlands, 2006
Gent, Engineering with rubber how to design rubber components, second ed., the United States of America, HanserGardner Publications Inc, (2001)
Online since: January 2011
Authors: Li Jiang, Dong Po He, Song Han, Si Yao Guo
N-doped TiO2 with different hydration temperature synthesis: stability, photo-reactivity in the visible range
Li Jiang1,a, Dongpo He1,b, Siyao Guo*2,c , Song Han2,d
1 College of Civil Engineering, Northeast Forestry University (NEFU), China
2 College of Forestry, Northeast Forestry University (NEFU), China
cemail florence620@163.com
Keywords: Titania; N-P codoped; photocatalysts; hydrothermal method
Abstarct.
Online since: May 2012
Authors: Guang Yue Ma
Steel pip corrosion forecasting based on support vector machine
MA Guangyue
School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070
magyue@126.com
Keywords: support vector machine; corrosion forecasting; steel structure; steel pip;
Abstract.