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Online since: May 2012
Authors: Lin Xiang Pang, Jie Chen, Chao Du, Yong Jiang Wen, Li Ming Ying
The research progress of coal and gas co-mining
YING Liming1, a, CHEN Jie1,b , DU Chao1,c PANG Linxiang2,d WEN Yongjiang1
1State Key Laboratory for the Coal Mine Disaster Dynamics and Controls, Chongqing University, Chongqing 400044, China
2School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China
ajeamsylm@163.com, b chenjie_cqu@126.com, cchao_du@live.cn, dplinx2011@sina.com
Keywords: coal; gas; co-mining; energy; technology
Abstract.
But the long distance of single roadway, the large engineering quantity and higher cost constrain its application.
According to the technical ideas, Chinese relevant university and enterprise carry through the necessary research and engineering practice and have made some achievements.
Coal engineering, 2011(1):1-3(Chinese) [5] SHU Yan-min, ZHAO Yi, SUN Jian-hua, etc.
Coal engineering, 2011(7): 42-44.
But the long distance of single roadway, the large engineering quantity and higher cost constrain its application.
According to the technical ideas, Chinese relevant university and enterprise carry through the necessary research and engineering practice and have made some achievements.
Coal engineering, 2011(1):1-3(Chinese) [5] SHU Yan-min, ZHAO Yi, SUN Jian-hua, etc.
Coal engineering, 2011(7): 42-44.
Online since: May 2011
Authors: Yan Liu, Jun Yan Liu, Yue Zhen Hou, Bai Xi Jin
The Study of Support Replacement Technology about the Bracing System of Pile and Oblique Bracing
Yan LIU1,a, Jun-yan LIU 1,b, Yue-zhen Hou 2,c, Bai-xi Jin 2,d
1 School of Civil Engineering and Architecture of University of JI’NAN, Ji’Nan 250022, China;
2Building and Construction Authority of Housing and Urban-rural Development of Linyi City Hedong Qu Shandong Province
a liuyan322@163.com, b liujunyan@vip.sina.com,chyz6058@163.com, dscjsc@163.com
Key words: diagonal brace; support displacement; excavation
Abstract: The bracing systems of pile and oblique bracing have obvious advantages in big and deep excavation.
According to the code 6.3.4 in GB 50010-2002 technical code for building slope engineering[6], lateral rock pressure and rupture angle calculation shall suit the following requirements.
Engineering measurement To further confirm the health status of the piles, top beam and diagonal brace, we displace support 29 #, 31 # and 33 #, 34 #, 35 #, the total length is around 36m.
Technical Code for Monitoring of Building Foundation Pit Engineering [S].
GB 50010-2002 technical code for building slope engineering[S].
According to the code 6.3.4 in GB 50010-2002 technical code for building slope engineering[6], lateral rock pressure and rupture angle calculation shall suit the following requirements.
Engineering measurement To further confirm the health status of the piles, top beam and diagonal brace, we displace support 29 #, 31 # and 33 #, 34 #, 35 #, the total length is around 36m.
Technical Code for Monitoring of Building Foundation Pit Engineering [S].
GB 50010-2002 technical code for building slope engineering[S].
Online since: November 2014
Authors: Ahmad Tarmizi Abdul Karim, Q. Emparan, N.M. Sunar, M. Maslan, F. Mustafa, N. Khaled
Khaled2,f
1Department of Chemical Engineering Technology, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM), 86400, Parit Raja, Batu Pahat, Johor, 86400, Parit Raja, Batu Pahat, Johor, Malaysia
2 Department of Water And Environmental Engineering, Faculty of Civil And Environmental Engineering (FKAAS), University Tun Hussein Onn Malaysia (UTHM) 86400, Parit Raja, Batu Pahat, Johor, Malaysia
ashuhaila@uthm.edu.my, bquinston89@gmail.com, ctarmizi@uthm.edu.my, dmasayu@uthm.edu.my, efazlyana@uthm.edu.my, fnadiah@uthm.edu.my
Keywords: Biofuel; bioremediation; physico-chemical removal; Pseudomonas putida
Abstract.
Materials and Methods Biodiesel and diesel The biodiesel is palm-based biodiesel which is produced by transesterification with methanol which is obtained from the Biodiesel Pilot Plant, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM).
Mining-Geological-Petroleum Engineering Bulletin, 18 (2006) 97-101
Materials and Methods Biodiesel and diesel The biodiesel is palm-based biodiesel which is produced by transesterification with methanol which is obtained from the Biodiesel Pilot Plant, Faculty of Engineering Technology (FTK), Universiti Tun Hussein Onn Malaysia (UTHM).
Mining-Geological-Petroleum Engineering Bulletin, 18 (2006) 97-101
Online since: May 2014
Authors: Saharat Buddhawanna, Kamon Budsaba, Sayan Sirimontree, Krittiya Lertpocasombut, Boonsap Witchayangkoon
Statistical Analysis on Satisfaction of Residents Living in Prefabricated Concrete Buildings in Thailand
Boonsap Witchayangkoon1, a*, Kamon Budsaba2,b*, Saharat Buddhawanna1,c, Sayan Sirimontree 1,d , and Krittiya Lertpocasombut 1,e
1 Department of Civil Engineering, Faculty of Engineering,
Thammasat University, Rangsit Center, Pathumthani 12120 THAILAND
2 Department of Mathematics and Statistics, Faculty of Science and Technology,
Thammasat University, Rangsit Center, Pathumthani 12120, THAILAND
a wboon@engr.tu.ac.th, b kamon@mathstat.sci.tu.ac.th, c bsaharat@engr.tu.ac.th,
d ssayan@engr.tu.ac.th, e lkrittiy@engr.tu.ac.th
* corresponding author
Keywords: Questionnaire survey; Satisfaction criteria; Levene’ s test; Welch and Brown-Forsythe tests; dormitories, detached houses, townhouses.
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 4(2013): 41-55
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 2(2011): 337-353
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 3(2012): 185-202
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 5(2014): 1-10.
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 4(2013): 41-55
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 2(2011): 337-353
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 3(2012): 185-202
International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies. 5(2014): 1-10.
Online since: November 2018
Authors: Merdaci Slimane
Analysis of Bending of Ceramic-Metal Functionally Graded Plates with Porosities Using of High Order Shear Theory
Merdaci Slimane1,a
1Structures and Advanced Materials in Civil Engineering and Public Works Laboratory, University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering and Public Works Department, Algeria.
Recently, these materials have found other uses in electrical devices, energy transformation, biomedical engineering, optics, etc. [1].
Therefore, in order to obtain accurate and reliable predictions of responses of composite plates, it is necessary to develop a new engineering theory.
Recently, these materials have found other uses in electrical devices, energy transformation, biomedical engineering, optics, etc. [1].
Therefore, in order to obtain accurate and reliable predictions of responses of composite plates, it is necessary to develop a new engineering theory.
Online since: May 2011
Authors: Xian Jun Wang
Study on gravity dam foundation stability combining with dam foundation deformation behavior
Wang Xian-jun
College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China
toto9316@yahoo.com.cn
Key words: gravity dam stability; dam foundation deformation behavior; key node selection method; strength reserve coefficient
Abstract: Gravity dam foundation failure progress is always associated with its deformation development.
Different engineering conditions and geological conditions will lead to different safety degree and failure mode of dam foundation.
Engineering conditions The outline of dam body and the distribution of rock body and structural planes in dam foundation are shown in Fig.1.The dam body section is 154 meters high, with the dam crest width of 50m and the dam bottom width of 166m.
Chinese Journal of Geotechnical Engineering,2003,25(4): 389~394
[4] Lai Guo-wei,Wang Hong-shuo,Lu Shu-yuan.Stability analysis of dam foundations with weak layer[J].Journal of the Wuhan Institute of Hydraulic and Electric Engineering,1987,20(4):1~10
Different engineering conditions and geological conditions will lead to different safety degree and failure mode of dam foundation.
Engineering conditions The outline of dam body and the distribution of rock body and structural planes in dam foundation are shown in Fig.1.The dam body section is 154 meters high, with the dam crest width of 50m and the dam bottom width of 166m.
Chinese Journal of Geotechnical Engineering,2003,25(4): 389~394
[4] Lai Guo-wei,Wang Hong-shuo,Lu Shu-yuan.Stability analysis of dam foundations with weak layer[J].Journal of the Wuhan Institute of Hydraulic and Electric Engineering,1987,20(4):1~10
Online since: October 2011
Authors: Cheng Jie Ye, Zao Liang Gao
Simple Harmonic Excitation Numerical Analysis and
Experimental Study of Space Bidirectional Beam String Structure
Chengjie Ye Zaoliang Gao
Heilongjiang Institute of Science and Technology, College of architecture and civil Engineering
, Harbin Heilongjiang, 150027, China
E-mail:qfeng_xy@163.com qfeng_xy@126.com
Keywords: Space bidirectional Beam String Structures; simple harmonics Load;Dynamic response; Model test; Numerical analysis
Abstract.
Earthquake engineering and engineering vibration.(2009),p163~168 [6]Wang Xiuli,Gao Yuemei,Wu Xia.
Earthquake engineering and engineering vibration.(2005),p76~84
Earthquake engineering and engineering vibration.(2009),p163~168 [6]Wang Xiuli,Gao Yuemei,Wu Xia.
Earthquake engineering and engineering vibration.(2005),p76~84
Online since: October 2011
Authors: Si Ping Lu, Fang Lin Huang, Yan Bin Wu
Study on Cracking Reasons for Continuous Box Girder Bridge with Secondary Concreting
Si-ping Lua, Fang-lin Huangb, Yan-bin Wuc
School of civil engineering, Central South University, Changsha410075, China
a siping1018@126.com b fl-huang@21cn.com c wangqishi963@163.com
Keywords: Secondary concreting; Concrete cracking; Inelastic subsidence; Time-varying transient analysis
Abstract.
Parameter study During construction of concrete bridges with full scaffold method, the properties of early concrete has important implications for the structural safety during the construction period, and often become the determining factors on the structural safety and the controlling factors on the engineering progress[4].
Bridge engineering [M].
Discussion on construction control of bracket for interchange engineering bridge under the new situation [J].
Engineering structure crack control [M].
Parameter study During construction of concrete bridges with full scaffold method, the properties of early concrete has important implications for the structural safety during the construction period, and often become the determining factors on the structural safety and the controlling factors on the engineering progress[4].
Bridge engineering [M].
Discussion on construction control of bracket for interchange engineering bridge under the new situation [J].
Engineering structure crack control [M].
Online since: July 2013
Authors: Roberto Capozucca, Vanessa Maccioni
Introduction
Recently, the monitoring of Fibre Reinforced Polymer (FRP) elements through damage detection is one of the major focuses in terms of the use of FRPs in structural elements of civil engineering [1-5], both in the rehabilitation of existing structures and in the construction of new structures.
Moslem, Studies on damage and FRP strengthening of reinforced concrete beams by vibration monitoring, Engineering Structures 31 (2009) 875-893
Composite B: Engineering 46 (2013) 69-80
Salawu, Detection of structural damage through changes in frequency: a review, Engineering Structures 19 (1997) 718-723
Structural Engineering 120 (1994) 2437-2450
Moslem, Studies on damage and FRP strengthening of reinforced concrete beams by vibration monitoring, Engineering Structures 31 (2009) 875-893
Composite B: Engineering 46 (2013) 69-80
Salawu, Detection of structural damage through changes in frequency: a review, Engineering Structures 19 (1997) 718-723
Structural Engineering 120 (1994) 2437-2450
Online since: October 2013
Authors: Chun Jiu Jin, Hai Feng Lu, Yi Zhang, Ajay Kumar Jha, Shu Li Liu
Study on advanced management of water resource
JIN Chun-jiu1, Haifeng Lu 2, a, ZHANG Yi 3, JHA Ajay Kumar4,Liu Shu-li4
1 College of Environment and Resources, Jilin University, Changchun, China, 130021;
2College of Water Resource and Civil Engineering, China Agriculture University, Beijing, China, 100083;
3 Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology, Japan, 226-8503;
4 State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090)
ahfcauedu@163.com
Keywords: Water resource protection; River basin management; Countermeasures and suggestions
Abstract.
Water Resources Engineering Management Department did not dominate the decision system.
Combined the engineer related with the water and goal of flood control and disaster mitigation, water, biodiversity conservation. (5) High-tech of water management.
Government agencies focus on macro management; a lot of water supply and sewage engineering are entirely implemented by the various independent legal personality of the association, federation or company.
Water Resources Engineering Management Department did not dominate the decision system.
Combined the engineer related with the water and goal of flood control and disaster mitigation, water, biodiversity conservation. (5) High-tech of water management.
Government agencies focus on macro management; a lot of water supply and sewage engineering are entirely implemented by the various independent legal personality of the association, federation or company.