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Online since: November 2010
Authors: Chun Fu Jin, Peng Niu, Shi Yan
Local Buckling Analysis for Large Diameter Underground Jacked Steel
Tubes under External Load
Jin Chunfu1, 2, a, Yan Shi2, b
, Niu Peng3, c
1
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, China, 116024
2
School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China, 110168
3
Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, China, 116026
a
Jinchunfu@163.com, bsyan1962@126.com, cnp777@126.com
Key words: Densely arranged underground steel tubes, nonlinear finite element method, local
buckling, perturbation mode, critical pressure
Abstract.
FEA Model A DAUSTS model comes from a practical engineering of a metro station with a layout pattern of steel pipes (shown in Fig. 1).
The results of practical engineering experience and full-scale model experiments both show that the vertical deformation is not equal to the horizontal one.
China Machine Press (2003) [4] Specification for Structural Design of Buried Steel Pipeline of Water Supply and Sewerage Engineering.
Wang: ANSYS on Engineering Structures.
FEA Model A DAUSTS model comes from a practical engineering of a metro station with a layout pattern of steel pipes (shown in Fig. 1).
The results of practical engineering experience and full-scale model experiments both show that the vertical deformation is not equal to the horizontal one.
China Machine Press (2003) [4] Specification for Structural Design of Buried Steel Pipeline of Water Supply and Sewerage Engineering.
Wang: ANSYS on Engineering Structures.
Online since: March 2023
Authors: Mazlan Abu Seman, Nur Farhayu Ariffin, Salah Al-Jasmi
Design and Analysis of Blast Resistant RC Beams for Concrete Structures at Off-Site Oil & Gas Plants
Salah Al-Jasmi1, a *, Nur Farhayu Ariffin2, b, Mazlan Abu Seman3, c
1Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, Malaysia
2College of Engineering, Department of Civil Engineering, Universiti Malaysia Pahang, Malaysia
3College of Engineering, Department of Civil Engineering, Universiti Malaysia Pahang, Malaysia
a*Pah19001@stdmail.ump.edu.my, bfarhayu@ump.edu.my, cmazlanseman@ump.edu.my
Keywords: Blast loads, finite element analysis, RC beam, gas explosion, hydrocarbon blast, CFRP strengthening, off-site facilities, concrete structures
Abstract.
Acknowledgment The authors would like to acknowledge Universiti Malaysia Pahang for providing financial support under University Research Grant PDU213206, and Faculty of Civil Engineering Technology for facilities.
Ali, Performance Based Design of Offshore Structures Subjected to Blast Loading, Ph.D. dissertation, Department of Civil and Environmental Engineering, Imperial College London, 2007
Journal of The Journal of Civil Engineering, 66(7), 1-300, 2018
Procedia engineering 177 (2017): 582-589
Acknowledgment The authors would like to acknowledge Universiti Malaysia Pahang for providing financial support under University Research Grant PDU213206, and Faculty of Civil Engineering Technology for facilities.
Ali, Performance Based Design of Offshore Structures Subjected to Blast Loading, Ph.D. dissertation, Department of Civil and Environmental Engineering, Imperial College London, 2007
Journal of The Journal of Civil Engineering, 66(7), 1-300, 2018
Procedia engineering 177 (2017): 582-589
Online since: October 2013
Authors: S.O. Osuji, E.O. Eze
Osuji2,b
1,2Department of Civil Engineering, University of Benin, Benin City, Nigeria
aeoeze@yahoo.com, bosujisyl@yahoo.com
[Date received: 24 December 2011.
Civil Engineering 60(5), (1994) 52-54
Report to the National Science Foundation by the Department of Civil Engineering, University of Illinois. 1994
Department of Civil Engineering, University of Benin, Benin City.
Rock Mech. and Rock Engineering.
Civil Engineering 60(5), (1994) 52-54
Report to the National Science Foundation by the Department of Civil Engineering, University of Illinois. 1994
Department of Civil Engineering, University of Benin, Benin City.
Rock Mech. and Rock Engineering.
Online since: August 2013
Authors: Yong Wei Wang, Li Bin Fu
The analysis on influential factors of building project
Li-bin Fu 1,a , Yongwei Wang 2,b
12College of Civil Engineering, Huanghe S&T University, Zhengzhou Henna ,China
a flbin2007@163.com, b65839177@qq.com
Key words: engineering quality; influential factor; appraisal model; key factor
Abstract: Through the statistics and analysis of concerned document about housing project quality in recent years, this thesis marks of sorts of housing problems and generant degree of different sort.
There are many factors influencing residential engineering quality, such as the engineering investigation, planning, design, construction and maintenance, as well as the residential product development, production, supply and other aspects.
Through the survey analysis after that, at present our country residential engineering quality of concrete problems mainly have 24 kinds, these problems from different perspectives reflect the engineering in the presence of different aspects of the problem [1-3].
Guang, G.Z.Sun , Factors of residential engineering quality issues in group [J] Construction Economics , 2008, 5, 82~84 [5] X.L.Hou,H.L.Zhu,G.
Guang, Chinese residential construction quality evidence-based management approach and its empirical research (1) - the quality of the group factors [J] Civil Engineering Journal , 2008, 41(7):92-97
There are many factors influencing residential engineering quality, such as the engineering investigation, planning, design, construction and maintenance, as well as the residential product development, production, supply and other aspects.
Through the survey analysis after that, at present our country residential engineering quality of concrete problems mainly have 24 kinds, these problems from different perspectives reflect the engineering in the presence of different aspects of the problem [1-3].
Guang, G.Z.Sun , Factors of residential engineering quality issues in group [J] Construction Economics , 2008, 5, 82~84 [5] X.L.Hou,H.L.Zhu,G.
Guang, Chinese residential construction quality evidence-based management approach and its empirical research (1) - the quality of the group factors [J] Civil Engineering Journal , 2008, 41(7):92-97
Online since: December 2013
Authors: Xian Zhi Shao, Yan Qing An, Xin Su, Jie Yuan
The Optimization of ACN-PCN Evaluation Method for Airport Pavement under Operation
Xianzhi Shao1, a, Yanqing An1, b, Xin Su1, c, Jie Yuan2, d
1China Airport Construction Group Corporation, Beijing, China;
2Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, China
ashaoxianzhi@163.com, ban_cacc@163.com, cimsure@sina.vip.com, d705101044@qq.com
Keywords: Operating airport, Aircraft Classification Number, Pavement Classification Number, Evaluation method
Abstract: The Aircraft Classification Number-Pavement Classification Number method is the main approach for evaluating the structure of the airport pavement.
The improved method could provide the technical support for accurately judging the bearing capacity of the exiting pavement structure and supply the decision-making reference to the Airports Authority. 1 Introduction The ACN-PCN methodology is the main technical basis to measure the pavement bearing capacity in our civil aviation, the result is that PCN has become the most important structure parameter in airfield pavement.
It provides the requirements for ACN by Technical Standards for Airfield Area of Civil Airports (MH5001-2006) [1]
The principle of this calculation method which is on the basis of Technical Standards for Airfield Area of Civil Airports is different aircraft corresponding with different ACN value.
References [1] Technical Standards for Airfield Area of Civil Airports(MH 5001-2006), Civil Aviation Administration of China, Beijing, 2006.03
The improved method could provide the technical support for accurately judging the bearing capacity of the exiting pavement structure and supply the decision-making reference to the Airports Authority. 1 Introduction The ACN-PCN methodology is the main technical basis to measure the pavement bearing capacity in our civil aviation, the result is that PCN has become the most important structure parameter in airfield pavement.
It provides the requirements for ACN by Technical Standards for Airfield Area of Civil Airports (MH5001-2006) [1]
The principle of this calculation method which is on the basis of Technical Standards for Airfield Area of Civil Airports is different aircraft corresponding with different ACN value.
References [1] Technical Standards for Airfield Area of Civil Airports(MH 5001-2006), Civil Aviation Administration of China, Beijing, 2006.03
Online since: October 2012
Authors: Hong Liang Huang, Hui Fang Zhang, Xue Fei Li, Fei Zhao, Yan Fang Li
Analysis of Portland Cement Hydration Mechanism
and its Material Applications in Engineering
Hongliang Huanga, Huifang Zhangb, Fei Zhaoc, Xuefei Lid and Yanfang Lie
Hebei Institute of Architecture Civil Engineering, Zhangjiakou 075000, China
ahuanghong.5055@163.com, bzhfsyf_79@sohu.com, czhaofei8417@126.com, dconcreteman2008@sina.com, eshxianlmf@126.com
Keywords: Portland cement, Hydration mechanism, Materials in engineering, Applications
Abstract.
On the basis to clarify the Portland cement hydration mechanism, we have a brief analysis of research methods about Portland cement hydration mechanism, mainly including the hydration heat, ultrasonic method, resistivity method, mercury intrusion method, chemical combine method, CH quantitative measurement, X-ray diffraction method, scanning electron microscopy, providing a theoretical basis of Portland cement hydration mechanism and its material applications in engineering for further study and improvement.
Material Applications in Engineering The research on hydration mechanism of cement has a decisive guiding significance on the adjustment of production formula, optimization of technological conditions, the improve of the equipment, and the improve of the use properties.
On the basis to clarify the Portland cement hydration mechanism, we have a brief analysis of research methods about Portland cement hydration mechanism, mainly including the hydration heat, ultrasonic method, resistivity method, mercury intrusion method, chemical combine method, CH quantitative measurement, X-ray diffraction method, scanning electron microscopy, providing a theoretical basis of Portland cement hydration mechanism and its material applications in engineering for further study and improvement.
Material Applications in Engineering The research on hydration mechanism of cement has a decisive guiding significance on the adjustment of production formula, optimization of technological conditions, the improve of the equipment, and the improve of the use properties.
Online since: January 2015
Authors: Wei Long Sun, Dong Feng Gao
Research on Stress-free Rail Temperature Design of Wubei-Xiaohuangshan Railway
Dongfeng Gao1,a ,Weilong Sun2,b
1Institute of civil engineering, LanZhou JiaoTong University,Lanzhou,Lanzhou, Gansu,730070,China
2Institute of civil engineering, LanZhou JiaoTong University,Lanzhou,Lanzhou, Gansu,730070,China
agaodongfeng123@126.com,bswlyouyou@gmail.com
Keyword: Large temperature difference region, CWR, Stress-free temperature of rail
Abstract.
Look forward to give some reference to the similar engineering problems.
Look forward to give some reference to the similar engineering problems.
Online since: December 2014
Authors: Fang Fang Jiao, Hua Xin Chen, Yan Ping Yin, Ting Li
Journal of Transportation Engineering, 2012, 138(1): 67-74
Journal of Materials in Civil Engineering. 2012, 24(11): 1359-1367
Journal of Materials in Civil Engineering, 2011, 23(3): 335-341
Civil Engineering Dimension, 2004, 6(1): 26-31
Journal of Traffic and Transportation Engineering. 2007, 7(5): 33-36
Journal of Materials in Civil Engineering. 2012, 24(11): 1359-1367
Journal of Materials in Civil Engineering, 2011, 23(3): 335-341
Civil Engineering Dimension, 2004, 6(1): 26-31
Journal of Traffic and Transportation Engineering. 2007, 7(5): 33-36
Online since: January 2014
Authors: Guo Hua Lu, Bei Bei Zhang, Hu Cheng
Studying on Chinese Engineering Design Service Modes
GuoHua Lu 1,2, a BeiBeiZhang3, c HuCheng1, a
1, Construction and real state management department, Civil Engineering College, Southeast University, Nanjing, 210096
2management engineering department, Shandong Jianzhu University, Jinan, 250101
3management department, Anhui Jianzhu University, Hefei, 230601
alghua007@163.com,bzhangbb510@sina.com, c101001849@seu.edu.cn
Keywords: engineering design, service mode, information, knowledge.
In recent years, with the in-depth understanding of engineering design, the study on the operation and management of the engineering design enterprises has been attracted a lot attention.
Grasberg, 2008) the essence of the engineering design, that is the engineering design been derived from the market demands, rather than the technology.
Research on management and innovation of engineering consulting in China [D].
Engineering.
In recent years, with the in-depth understanding of engineering design, the study on the operation and management of the engineering design enterprises has been attracted a lot attention.
Grasberg, 2008) the essence of the engineering design, that is the engineering design been derived from the market demands, rather than the technology.
Research on management and innovation of engineering consulting in China [D].
Engineering.
Online since: May 2011
Authors: Xiao Ni, Jie Xiao, He Ping Yang, Xian Yuan Tang
Expansive Rock Deep Cutting Slope Treated by Flexible Supporting Technology for Beijing Western Sixth Ring Highway
Jie Xiao1,2,a, Heping Yang2,b, Xiao Ni2,c and Xianyuan Tang3,d
1Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety Ministry of Education, Changsha University of Science and Technology, Changsha, Hunan 410004, China
2School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, Hunan 410004, China
3Department of Civil Engineering Guangxi University of Technology, Liuzhou, Guangxi 545006, China
axiaojie324@sina.com, bcscuyang@163.com, c675747238@qq.com, dthy1188@126.com
Keyword: expansive rock, flexible supporting, cutting slope, geogrid
Abstract: The landslides of expansive rock cutting slope was the most serious and difficultly treating engineering problem for highway construction.
Therefore, how to treat the expansive rock deep cutting slope was an engineering problem.
The expansive rock engineering problem was firstly encountered for Beijing highway construction.
Bao: Chinese Journal of Geotechnical Engineering Vol. 26 (2004), in Chinese
Yang, etc: Civil Engineering (ASCE) Vol. 77 (2007)
Therefore, how to treat the expansive rock deep cutting slope was an engineering problem.
The expansive rock engineering problem was firstly encountered for Beijing highway construction.
Bao: Chinese Journal of Geotechnical Engineering Vol. 26 (2004), in Chinese
Yang, etc: Civil Engineering (ASCE) Vol. 77 (2007)