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Online since: September 2011
Authors: Ting Chun Li, Hui Wang, Xue Yang Xing, Yu Qing Zhang
Numerical Analysis and Evaluation on Supporting
Parameters in Coal
Li Tingchun1, a,Wang Hui1, b,Xing Xueyang1, c,Zhang Yuqing1, d
1Key Laboratory of Civil Engineering Disaster Prevention and Mitigation in Shandong Provincial , Shandong University of Science and Technology,Qingdao,Shandong,China
aTchli_sd@163.com, bwanghui@163.com, cxingxuey666@126.com, dzhangyuqing0107@126.com
Keywords: bolt,supporting parameter,numerical analysis
Abstract.
With more practices on bolt supporting engineering, varieties of bolt supporting theories appropriate for different conditions were proposed and obtained development and perfection gradually.
Analysis on stability of the high side-slope of Three Gorges ship lock by FLAC-3D, Chinese Journal of Rock Mechanics and Engineering, Vol.20(2001) , pp. 6-10.
Analysis of FLAC on impact factors to bolt supporting in stope drift active roadway, Chinese Journal of Rock Mechanics and Engineering, Vol.18(1999),pp. 492-502.
With more practices on bolt supporting engineering, varieties of bolt supporting theories appropriate for different conditions were proposed and obtained development and perfection gradually.
Analysis on stability of the high side-slope of Three Gorges ship lock by FLAC-3D, Chinese Journal of Rock Mechanics and Engineering, Vol.20(2001) , pp. 6-10.
Analysis of FLAC on impact factors to bolt supporting in stope drift active roadway, Chinese Journal of Rock Mechanics and Engineering, Vol.18(1999),pp. 492-502.
Online since: June 2015
Authors: Jan Bencat, Maria Stehlikova, Milan Skarupa
Numerical and Experimental Assessment of the Highway Arch Viaduct
BENCAT Jan1,a*, STEHLIKOVA Maria2,b, SKARUPA Milan2,c
1 Research Centre, University of Zilina, Univerzitna 1, 010 26 Zilina, Slovakia
2Faculty of Civil Engineering, University of Zilina, Univerzitna 1, 010 26 Zilina, Slovakia
ajan.bencat@gmail.com, bstehlik@fstav.uniza.sk, cmilan.skarupa@fstav.uniza.sk
Keywords: bridge structures, highway viaducts, FEM, natural frequencies, full–scale bridge testing, dynamic loading tests, spectral analysis
Abstract.
The design of the viaduct BS 205 was performed at the engineering company Geoconsult Ltd. [3] and the general contractor of the construction works was the engineering company Doprastav a.s.
Piersol, Engineering Applications of Correlation and Spectral Analysis, New York, Wiley & Sons, 1996
The design of the viaduct BS 205 was performed at the engineering company Geoconsult Ltd. [3] and the general contractor of the construction works was the engineering company Doprastav a.s.
Piersol, Engineering Applications of Correlation and Spectral Analysis, New York, Wiley & Sons, 1996
Online since: May 2021
Authors: N.H. Wong, C.S. Chai, J.A. Bamgbade, G.F. Ma, G.W. Hii
Hii1,e
1Faculty of Engineering, Computing and Science, Swinburne University of Technology Sarawak Campus, 93350 Kuching, Sarawak, Malaysia.
2Guangxi Electrical Polytechnic Institute, Guangxi, 530007 Nanning, Guangxi, China.
The filtration process was conducted in Swinburne Chemical Engineering Laboratory.
Meanwhile, the observation process for the filtered samples was conducted Swinburne Civil Engineering Material Laboratory.
Chen, Effects of microplastics on wastewater and sewage sludge treatment and their removal: a review, Chemical Engineering Journal. 382 (July 2019), 122955 [7] S.A.
The filtration process was conducted in Swinburne Chemical Engineering Laboratory.
Meanwhile, the observation process for the filtered samples was conducted Swinburne Civil Engineering Material Laboratory.
Chen, Effects of microplastics on wastewater and sewage sludge treatment and their removal: a review, Chemical Engineering Journal. 382 (July 2019), 122955 [7] S.A.
Online since: September 2017
Authors: A.V. Vyboishchik, I.L. Kostiunina
., Evolution of land use-change modeling: routes of different schools of knowledge, Landscape and Ecological Engineering, (2016) 1-14
Shao, A conceptual evolutionary aseismic decision support framework for hospitals, Earthquake Engineering and Engineering Vibration, 11(4) 2012 499-512
Wang, Urban design based on public safety-Discussion on safety-based urban design, Frontiers of Architecture and Civil Engineering in China, 3(2) 2009 219-227
Shao, A conceptual evolutionary aseismic decision support framework for hospitals, Earthquake Engineering and Engineering Vibration, 11(4) 2012 499-512
Wang, Urban design based on public safety-Discussion on safety-based urban design, Frontiers of Architecture and Civil Engineering in China, 3(2) 2009 219-227
Online since: December 2024
Authors: Youstina Ramsis, Ernestos Sarris, Loizos Papaloizou, Demetris Vattis
The Effect of Polymer Amendment on the Colloidal Properties of a Waste K+-rich Bentonite for Water-Based Drilling Fluid Applications
Youstina Ramsis1,a, Ernestos Sarris2,1,b*, Loizos Papaloizou3,c
and Demetris Vattis4,e
1Department of Engineering, Oil and Gas Program, University of Nicosia, CY-1700, Cyprus
2School of Geology, Department of Mineralogy-Petrology-Economic Geology, Aristotle University of Thessaloniki (AuTH), Greece
3Department of Engineering, Civil and Environmental Engineering Program, University of Nicosia, CY-1700, Cyprus
4Hellenic Mining Public Company Ltd, Nicosia CY-1510, Cyprus
aramsis.y1@live.unic.ac.cy, besarris@geo.auth.gr, cpapaloizou.lo@unic.ac.cy, dd.vattis@eme.com.cy
Keywords: Drilling fluid systems, K+-rich bentonite, polymer amendment, circular economy, sustainable development.
It is worth mentioning that the upper well section is the drilling case where the mud engineers use substantial quantities of bentonite to carry out of the hole the drilling cuttings without worrying about the risk of formation damage.
It is worth mentioning that the upper well section is the drilling case where the mud engineers use substantial quantities of bentonite to carry out of the hole the drilling cuttings without worrying about the risk of formation damage.
Online since: August 2016
Authors: Muhammad Azzam Ismail, Norafida Ab Ghaffar, Asrul Mahjuddin Ressang Aminuddin, Fahanim Abdul Rashid
Ghaffar1,
Asrul Mahjuddin Ressang Aminuddin1, Muhammad Azzam Ismail1
1Faculty of Built Environment, University of Malaya, Kuala Lumpur, Malaysia
2Department of Civil Engineering, Merlimau Polytechnic, Melaka, Malaysia
afahanim@siswa.um.edu.my
Keywords: Thermal performance, Thermal comfort, Terrace house, Hot humid climate.
References [1] American Society of Heating, Refrigerating and Air-Conditioning Engineers, ASHRAE 55, 2004
Fanger, Thermal comfort, analysis and applications in environmental engineering, McGraw-Hill, 92(3) (1972) 164
[18] ASHRAE Standard 55, Thermal environmental conditions for human occupancy, American Society of Heating, Refrigerating and Air-conditioning Engineers, 2013
References [1] American Society of Heating, Refrigerating and Air-Conditioning Engineers, ASHRAE 55, 2004
Fanger, Thermal comfort, analysis and applications in environmental engineering, McGraw-Hill, 92(3) (1972) 164
[18] ASHRAE Standard 55, Thermal environmental conditions for human occupancy, American Society of Heating, Refrigerating and Air-conditioning Engineers, 2013
Online since: September 2013
Authors: Marko Teder, Xi Ping Wang, James Wacker
Condition Assessment of the Timber Structures of a Century-Old Industrial Building Using a Nondestructive Inspection Procedure
Xiping Wang1,a, Marko Teder2,b, and James Wacker1,c
1USDA Forest Products Laboratory, One Gifford Pinchot Drive, Madison, WI 53726, USA
2Dep. of Rural Building, Inst. of Forestry and Rural Engineering, Estonian University of Life Sciences, Kreutzwaldi 5, Tartu 51014, Estonia
axwang@fs.fed.us, bmarko.teder@emu.ee, cjwacker@fs.fed.us
Keywords: Inspection, microclimate, resistance micro-drilling, stress wave timing, timber structure
Abstract.
The purpose of this investigation was to conduct an in situ physical condition survey of the large timber members using a nondestructive testing procedure and provide the facility engineers a fair assessment of the true physical conditions of the structure upon which a rational and cost-effective repair plan can be established.
The scope of the in situ physical inspection was limited to the areas that were under concern and specified by the facility engineers.
A combination of visual, hammer sounding, stress wave timing, and resistance micro-drilling techniques were used to inspect the timber members in the concerned areas specified by the facility engineers.
Inspection and monitoring techniques for bridges and civil structures.
The purpose of this investigation was to conduct an in situ physical condition survey of the large timber members using a nondestructive testing procedure and provide the facility engineers a fair assessment of the true physical conditions of the structure upon which a rational and cost-effective repair plan can be established.
The scope of the in situ physical inspection was limited to the areas that were under concern and specified by the facility engineers.
A combination of visual, hammer sounding, stress wave timing, and resistance micro-drilling techniques were used to inspect the timber members in the concerned areas specified by the facility engineers.
Inspection and monitoring techniques for bridges and civil structures.
Online since: October 2009
Authors: Jeong Ho Kim, Ganesh Anandakumar
Dynamic, Modal and Wave Propagation Analyses of
3D Functionally Graded Continua
Ganesh Anandakumara and Jeong-Ho Kim
b
Department of Civil & Environmental Engineering, University of Connecticut,
261 Glenbrook Rd, U-2037, Storrs, CT 06269, USA
a
anandg@engr.uconn.edu, bjhkim@engr.uconn.edu
Keywords: Functionally graded materials, Finite element methods, Dynamic analysis, Modal
analysis, Rayleigh Ritz method, Wave propagation.
Int'l Journal of Engineering Science, 35(9):869-883, 1997
Engineering Analysis with Boundary Elements, 26(2): 119-132, 2002
Earthquake Engineering and Structural Dynamics, 4:245-249, 1976
Int'l Journal of Engineering Science, 35(9):869-883, 1997
Engineering Analysis with Boundary Elements, 26(2): 119-132, 2002
Earthquake Engineering and Structural Dynamics, 4:245-249, 1976
Online since: February 2011
Authors: Jin Tong Rao, Yuan Li, Yin Yao, Jian Bing Xia Hou
Visual Implement of Virtual Reality Tour based on VRML
Jianbing Xiahou1, a, Jintong Rao2,b, Yuan Li2,c, Yao Yin1,d
1 School of Software, Xiamen University, Xiamen 361005, china
2 School of Architecture and Civil Engineering, Xiamen University, Xiamen 361005, china
ajbxiahou@xmu.edu.cn, braojintong@xmu.edu.cn, cliyuan79@xmu.edu.cn,dyaoable@gmail.com
Keywords: VRML, Polyline, Tour
Abstract: In this paper, a visual solution is presented about virtual reality tour of Web3D based on VRML.
As shown in Figure 3, combining engineering practice, the cube in the center expresses polyline vertices through visualization methods, while the three arrows express the directions of three axes’ movements through visualization methods.
The virtual reality system has been applied in a number of projects, and has been applied with great practical significance, but also greatly improves engineering efficiency.
[4] PANG Liaojun,LI Huixian,WANG Li,WANG Yumin:Implementation of VRML's Network Communication Function Based on Java , Computer Engineering. 2007, 33(11):47-49
As shown in Figure 3, combining engineering practice, the cube in the center expresses polyline vertices through visualization methods, while the three arrows express the directions of three axes’ movements through visualization methods.
The virtual reality system has been applied in a number of projects, and has been applied with great practical significance, but also greatly improves engineering efficiency.
[4] PANG Liaojun,LI Huixian,WANG Li,WANG Yumin:Implementation of VRML's Network Communication Function Based on Java , Computer Engineering. 2007, 33(11):47-49
Online since: December 2016
Authors: Sadia Momtaz Sorna, Seefat E. Anjum, Sabrina Binte Ashraf, Rezaul Haque
Effects of Rice Husk Ash and Brick Waste on the Properties
of Construction Bricks
Sadia Momtaz Sorna1, a *, Seefat-E-Anjum2, b, Sabrina Binte Ashraf3, c,
Rezaul Haque4, d
1,2,3,4 Department of Materials and Metallurgical Engineering, Bangladesh University of Engineering and Technology (BUET), Dhaka-1000, Bangladesh
E-mail address: asorna.mme09@gmail.com, bseefat.mme09@gmail.com, csabrinabinteashraf@gmail.com, drezaul@mme.buet.ac.bd
Keywords: construction brick, rice husk ash, brick waste, stiff mud, shrinkage, cold crushing strength.
Acknowledgment The authors would like to acknowledge the support of Department of Materials and Metallurgical Engineering, BUET for experimental supports.
Basak, “Utilization Potential of Rice Husk Ash as a Construction Material in Rural Areas”, Journal of Civil Engineering (IEB), Vol. 39(2), pp. 175-188, 2011
Acknowledgment The authors would like to acknowledge the support of Department of Materials and Metallurgical Engineering, BUET for experimental supports.
Basak, “Utilization Potential of Rice Husk Ash as a Construction Material in Rural Areas”, Journal of Civil Engineering (IEB), Vol. 39(2), pp. 175-188, 2011