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Online since: December 2023
Authors: E. Prabakaran, M. Kaarthick, R. Gopinath, Jessy Rooby
Evaluation of the Quality of Groundwater for Irrigation Purposes in Karur District, Tamilnadu, South India
Gopinath R.1,a *, Jessy Rooby2,b, Prabakaran E.3,c*, Kaarthik M.4,d
1Research Scholar, Department of Civil Engineering, Hindustan Institute of Technology & Sciences, Chennai, India
2Professor, Department of Civil Engineering, Hindustan Institute of Technology & Sciences, Chennai, India
3Assistant Professor, Department of Civil Engineering, Dr.N.G.P.
Institute of Technology, Coimbatore, India 4Assistant Professor, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore, India a*drgopinath.research@gmail.com, bjessyrobby@gmail.com, c*onlinepraba@gmail.com, dkaarthik@cit.edu.in Keywords: Kelly's ratio, Groundwater, Residual sodium carbonate, Sodium adsorption ratio, Permeability index.
Institute of Technology, Coimbatore, India 4Assistant Professor, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore, India a*drgopinath.research@gmail.com, bjessyrobby@gmail.com, c*onlinepraba@gmail.com, dkaarthik@cit.edu.in Keywords: Kelly's ratio, Groundwater, Residual sodium carbonate, Sodium adsorption ratio, Permeability index.
Online since: May 2012
Authors: Zhi Fei Song, Xiao Ping Xin
Review of landslide monitoring
Zhifei Song1,a, Xiaoping Xin1,b
1Institute of Civil Engineering,North China University of Technology, Beijing, China
1Apartment 6,# 5 Jin Yuan Zhuang Street, Shi Jing Shan District, Beijing, China
asong59672@sohu.com, bxxp55555@126.com
Key words: landslide monitoring; landslide prediction; detection technology
Abstract: This article summaries the importance of the technology of landslide monitoring, also describes main methods of landslide monitoring and new means of analysis of landslide deformation, at the same time, it briefly describes the classification of detection technology of landslide deformation and points out the prospect of engineering application of landslide monitoring technology.
The landslide monitoring using GPS in Kala reservoir area [J ] .Engineering of Surveying and Mapping, 2007, 16 ( 2 ) :65 - 68
Earthquake Resistant Engineering and Retrofitting, 2009, 31(6) :124 - 128
Chinese Journal of Engineering Geophysics, 2004, 1(2) :147 - 153
New approach of landslide activity monitoring- probing into TDR technology [J] .Chinese Journal of Rock Mechanics and Engineering,2002, 21(5) :740 - 744.
The landslide monitoring using GPS in Kala reservoir area [J ] .Engineering of Surveying and Mapping, 2007, 16 ( 2 ) :65 - 68
Earthquake Resistant Engineering and Retrofitting, 2009, 31(6) :124 - 128
Chinese Journal of Engineering Geophysics, 2004, 1(2) :147 - 153
New approach of landslide activity monitoring- probing into TDR technology [J] .Chinese Journal of Rock Mechanics and Engineering,2002, 21(5) :740 - 744.
Online since: October 2021
Authors: Abidemi Bashiru Folorunsho, Joseph Olawale Akinyele
The Use of SEM/EDX Analysis to Investigate the Pore Effect
on the Mechanical Properties of some Selected Tropical Hardwoods
AKINYELE Joseph Olawalea*, FOLORUNSHO Abidemi Bashirub
Department of Civil Engineering, Federal University of Agriculture, Abeokuta, Nigeria
Email: aakinyelejo@funaab.edu.ng, bfolorunshobashiru@gmail.com
*Corresponding author
Keywords: Mahogany, Albizia, Beech, Birch, Grain pores.
Timber is a naturally occurring engineering material and has remained an important engineering material.
The most reliable property of timber for engineering purpose is its strength.
Introduction to Timber as an Engineering Material.
Institution of Civil Engineers, London. 2009
Timber is a naturally occurring engineering material and has remained an important engineering material.
The most reliable property of timber for engineering purpose is its strength.
Introduction to Timber as an Engineering Material.
Institution of Civil Engineers, London. 2009
Online since: May 2011
Authors: De An Zhao, Yun Yan Yu, Zhi Min Chen
The Interaction Mechanism of Surrounding Rock and Supporting Structure in High Geostress Extrusion Fault
Chen Zhimin1, 2, a, Zhao De-an2, 3, b, Yu Yunyan1, 2, c
1Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou, Gansu 730070, China;
2School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China;
3School of Civil Engineering, Northwest University for Nationalities, Lanzhou, Gansu 730030, China
achenzhimin0523@126.com, bzhao_da@mail.lzjtu.cn, cyuyunyan@gmail.com
Keywords: High geostress; Thrust fault; Large deformation; Mechanism
Abstract:Muzhailing tunnel of Lanyu railway is located in the western part of Qinling Mountain, its geological conditions are very complex.
Journal of Hydraulic Engineering, 1987(3): 52 - 58.
Chinese Journal of Rock Mechanics and Engineering, 1983, 2(1): 33 - 39.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(12): 2453 - 2460.
JOURNAL OF RA ILWAY ENGINEER ING SOCIETY, 2008, (3): 54-59.
Journal of Hydraulic Engineering, 1987(3): 52 - 58.
Chinese Journal of Rock Mechanics and Engineering, 1983, 2(1): 33 - 39.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(12): 2453 - 2460.
JOURNAL OF RA ILWAY ENGINEER ING SOCIETY, 2008, (3): 54-59.
Online since: May 2012
Authors: Lin Feng Lu, Ya Ping Zhang, Wen Qi Fang, Dong Hua Yang
Research Progress And Prospect On Self-drilling Screw
Connection Shear Capacity
Linfeng Lu1, a, Yaping Zhang1,b , Wenqi Fang2,c and Donghua Yang3,d
1Key laboratory of Communications,Chang' an University,Xi'an,Shanxi,710061,China
2New era(Xi’an) design engineering Co.
North American AISI [6] gave the calculation and design methods of a single screw connection shear capacity on the base of summarizing, it has very important reference and learning for other countries in the world to develop the corresponding technical standards, to have relevant scientific research, and to design engineering.
Conclusion and Prospect With the high-strength cold-formed thin-wall steel widely being used into practical engineering, the possible of self-drilling screw being cut is increasing greatly, relevant professional and technical standards must be resolved in time.
Research on the shear capacity of low-level cold-formed thin-wall steel structure housing combination wall(Xi'an,Chang'an University,2005) [15]Yafei Qin: Axial compression theoretical and experimental study of low-level residential cold-formed thin-wall steel wall-column system (Shanghai,Tongji University,2005) [16]Nan Liu: Research on the Self-drilling screw connection shear capacity and design methods (Harbin, Harbin Institute of Technology,2007) [17] Building Engineering of Tongji University, Blue Scope buildings:Experimental study of High-strength cold-formed thin-wall steel typical connection bearing capacity (Building Engineering of Tongji University,2007) [18]Yanyong Song: Experimental study of cold-formed thin-wall steel pot pressure components and self-drilling screw connection capacity (Shanghai,Tongji University,2008) [19]Xueli Zhang, Yaochun Zhang: Shear tests of screw connections in crest-fixed profiled steel sheetings (Journal of Civil Engineering,41(6);33-39,2008)
Strength of screw connections in cold-formed steel construction (Journal of Structural Engineering,135(8):951-958,2009) [21]Wenqi Fang:Research on Shear Bearing Capacity of Cold-formed thin-wall steel self-drilling screw connection (Xi'an,Chang'an University,2010) [22]M.R.Babalola, R.A.LaBoube: Strength of screw connections subject to shear force (Department of Civil Engineering, Wei-Wei Yu Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Missouri,2004) [23]FanL, Rondal J, Cescotto S: Finite element model of single lap screw connections in steel sheeting under static shear (Thin-Walled Structures, 27( 2): 165-185,1997) [24]Skiffner K, Helling C D: Simulation of prestressed screw joints in complex structures (Computers&Structures, 64( 5/6): 995-1003,1997) [25] Juanting Chen: Analysis and study of metal skin connection shear capacity (Southeast University, 2006) [26] Xueli Zhang,Yaochun Zhang: Finite Element Analysis for Shearing Resistance of Screw
North American AISI [6] gave the calculation and design methods of a single screw connection shear capacity on the base of summarizing, it has very important reference and learning for other countries in the world to develop the corresponding technical standards, to have relevant scientific research, and to design engineering.
Conclusion and Prospect With the high-strength cold-formed thin-wall steel widely being used into practical engineering, the possible of self-drilling screw being cut is increasing greatly, relevant professional and technical standards must be resolved in time.
Research on the shear capacity of low-level cold-formed thin-wall steel structure housing combination wall(Xi'an,Chang'an University,2005) [15]Yafei Qin: Axial compression theoretical and experimental study of low-level residential cold-formed thin-wall steel wall-column system (Shanghai,Tongji University,2005) [16]Nan Liu: Research on the Self-drilling screw connection shear capacity and design methods (Harbin, Harbin Institute of Technology,2007) [17] Building Engineering of Tongji University, Blue Scope buildings:Experimental study of High-strength cold-formed thin-wall steel typical connection bearing capacity (Building Engineering of Tongji University,2007) [18]Yanyong Song: Experimental study of cold-formed thin-wall steel pot pressure components and self-drilling screw connection capacity (Shanghai,Tongji University,2008) [19]Xueli Zhang, Yaochun Zhang: Shear tests of screw connections in crest-fixed profiled steel sheetings (Journal of Civil Engineering,41(6);33-39,2008)
Strength of screw connections in cold-formed steel construction (Journal of Structural Engineering,135(8):951-958,2009) [21]Wenqi Fang:Research on Shear Bearing Capacity of Cold-formed thin-wall steel self-drilling screw connection (Xi'an,Chang'an University,2010) [22]M.R.Babalola, R.A.LaBoube: Strength of screw connections subject to shear force (Department of Civil Engineering, Wei-Wei Yu Center for Cold-Formed Steel Structures, University of Missouri-Rolla, Rolla, Missouri,2004) [23]FanL, Rondal J, Cescotto S: Finite element model of single lap screw connections in steel sheeting under static shear (Thin-Walled Structures, 27( 2): 165-185,1997) [24]Skiffner K, Helling C D: Simulation of prestressed screw joints in complex structures (Computers&Structures, 64( 5/6): 995-1003,1997) [25] Juanting Chen: Analysis and study of metal skin connection shear capacity (Southeast University, 2006) [26] Xueli Zhang,Yaochun Zhang: Finite Element Analysis for Shearing Resistance of Screw
Online since: October 2012
Authors: Hou Jun Kang, Hai Ping Zhu, Yue Yu Zhao
Stability of Cable-Arch Structure
KANG Hou Jun1, 2a, ZHAO Yue Yu1,b and ZHU Hai Ping2,c
1College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China
2School of Engineering, University of Western Sydney, Penrith, NSW 2751, Australia
akhjun@hnu.edu.cn, byyzhao@hnu.edu.cn, cH.
Cable-arch structure has been widely used in bridge engineering.
Therefore, the research about the stability of cable-arch structure are both valuable not only in theoretical research but also in design of engineering structure.
Thus, the stability like the dynamics of cable-arch structure is of great engineering significance.
Therefore, the cable-arch structure has a better static behavior than that of pure arch and this work is of significant meaning in theoretic research and design of engineering.
Cable-arch structure has been widely used in bridge engineering.
Therefore, the research about the stability of cable-arch structure are both valuable not only in theoretical research but also in design of engineering structure.
Thus, the stability like the dynamics of cable-arch structure is of great engineering significance.
Therefore, the cable-arch structure has a better static behavior than that of pure arch and this work is of significant meaning in theoretic research and design of engineering.
Online since: January 2012
Authors: Mao Lin, Yong Wang, Gang Shi
Social Security Video Surveillance Systems
Lin Mao, Wang Yong and Shi Gang
Department of Information Engineering, xuzhou college of industrial technology, XuZhou JiangSu 221141, China
linmao_cn@163.com
Keyword: Surveillance System; Security; Video
Abstract.
According the statistics data of Department of Public Security, China's public security organs established a total of 4.394 million criminal cases in 2003, and a total of 1.191 million criminal cases in the third quarter in 2004, which is received much attention to the governments for constructing civil safety prevention and control system.
According the statistics data of Department of Public Security, China's public security organs established a total of 4.394 million criminal cases in 2003, and a total of 1.191 million criminal cases in the third quarter in 2004, which is received much attention to the governments for constructing civil safety prevention and control system.
Online since: January 2011
Authors: Song Han, Feng Lu Wang, Jin Bing Sun, Dong Po He, Guo Qiang Li, Si Yao Guo, Ying Wei Wang, Li Jiang
The mixed bacteria trichoderma optimized conditions
Song Han*1,a, Guoqiang Li 1,b, Siyao Guo1,c,Jinbing Sun 1,d, Fenglu Wang1,e, Yingwei Wang1,f, Li Jiang2,g and Dongpo He*2,h
1 College of Forestry, Northeast Forestry University (NEFU), China
2 College of Civil Engineering, Northeast Forestry University (NEFU), China
a email songh77@hotmail.com, bhdp6203@yahoo.com.cn
Keywords: trichoderma viride ; trichoderma koningi ;the mixed bacteria
Abstract: In this paper, we researched the activity of the trichoderma viride and trichoderma koningi, and measure the enzyme activity of carboxymethyl cellulose (CMC) and filter paper activity (FPA) of them.
Online since: November 2011
Authors: Cheng Bin Du, Z.C. Su, Yan Xia Xue
SU 1, 2, a, Yanxia XUE 2,b and Chengbin DU 1,c
1College of Mechanics and Materials, Hohai University, Nanjing, 210098, P.R.China
2 School of Civil Engineering & Architecture, Wuyi University, Jiangmen, 529020, Guangdong Province, P.R.China
asuzc888@yahoo.com.cn, bcbdu@hhu.edu.cn, cxueyx888@yahoo.com.cn
Keywords: cantilever column; follower force; subtangential follower force; subtangential parameter; vertical force parameter; static stability; critical force
Abstract.
Online since: February 2011
Authors: Gang Zheng, Hong Li
Normal Stress between Steel Wires in the Stay-cable
Gang Zheng1,a ,Hong Li1,2,b*
1Chongqing Communication Research & Design Institute, Chongqing 400067, China
2Department of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
azhenggang@cmhk.com, bhongli_1129@163.com
* Corresponding author
Keywords: normal stress; steel wire; stay-cable
Abstract.