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Online since: September 2013
Authors: Wei Wang, Tao Liu, Tan Wang
Researches on Cement Cold-recycled Base WANG Tan1a, WANG Wei2b, LIU Tao3c 1Sichuan Vocational and Technical School of Architecture Engineering Department, Sichuan, Chengdu 61113; 2Sichuan Communication Surveying & Design Institute Chengdu 610017; 3College of Civil Engineering, Chongqing University, Chongqing 400045) a Email: 276575705@qq.com b Email: 631909003@qq.com c Email: 591918753@qq.com Keywords: cement; cold-recycled; base; pavement performance Abstract: This article presents the recent advances in cold-recycled waste pavement materials with cement.
Therefore, it has become a vital task facing all highway engineers to find an economical and efficient method to make the most of old pavement base materials under such a circumstance of promoting economy, energy-saving, environment protection and sustainability today.
Optimum moisture content(OMC) In China's industry standard- “Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering”, the optimum moisture content and the maximum dry density should be determined by a draw of the dry density/ moisture ratio through compaction tests [31].
[C].Australia: 9th National Local Government Engineering Conference,29 August 1997
Cement Stabilization of Reclaimed Asphalt Pavement Aggregate for Road Bases and Subbases[J].Matrials in civil engingering, May/June 2002:239~245 [6] Todd Thomas , Arlis Kadrmas .Performance-Related Tests and Specifications for Cold In-Place Recycling:Lab and Field Experience[C].
Online since: October 2012
Authors: Bao Xin Qi, Shi Yan, Lu Yang, Han Yan
Numerical Simulation on Failure Modes of Light Steel Columns under High Temperature and Explosion Shi Yan1,2,3,a, Baoxin Qi1,2,b, Han Yan4,c and Lu Yang1,d 1 School of Civil Engineering, Shenyang Jianzhu University, Liaoning Shenyang 110168, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Liaoning Dalian 116024, China 3 State Key Laboratory of Explosion Science and Technology, Beijing University of Technology, Beijing 100081, China 4 Liaoning Electric Power Survey & Design Institute, Liaoning Shenyang 110179, China aemail: syan1962@163.coml, bemail: qibaoxin2004@sohu.com, cemail: yanhan@letdi.com.cn, demail: lulu06052005@yahoo.com.cn Keywords: Numerical simulation, Light steel column, Failure modes, High temperature and explosion Abstract.
Introduction Light steel buildings are widely used in civil engineering such as multi-storey office building, large-span market, and multi-storey dwelling house and so on.
Failure modes with initial damage under fire The general practical situation in engineering was that after fire and blast, temperature would go on increasing.
Richard Liew: Journal of Structural Engineering Mechanics Vol. 131 (2005), p. 606 [4] J.Y.
Online since: October 2014
Authors: Run Bo Bai, Bo Ming Zhao, Chen Hui Jin
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044 , P.R.China; 2.College of Water-Conservancy and Civil Engineering, Shandong Agricultural University, Tai’an 271018, P.R.
Earthquake Engineering and Engineering Viberation, 2006,5(1):119-131
Berkeley:Earthquake Engineering Research Center,University of California,1991
Online since: January 2012
Authors: Ren Da Zhao, Zhou Yuan Xu
Model Test and Finite Element Analysis for the Pylon of the Jointed Pylon Cable-Stayed Bridge Zhouyuan Xu , Renda Zhao Department of Bridge Engineering,School of Civil Engineering Southwest Jiaotong University,Chengdu, Sichuan Province, China xzhy1242@126.com Keywords: cable-stayed bridge; model test; jointed pylon; finite element; computer simulation; ANSYS Abstract.In order to roundly investigate the whole structural behavior of the jointed pylon of cable-stayed bridge, 3:40 scaled-down model test and space finite element analysis(FEA)were presented by taking Yongjiang super-large bridge as an example.
Finite element Analysis Finite element methods are nowadays commonly used to solve engineering problems.
[J] China Civil Engineering Journal,2010,43(2):72-78 [7] Huang Hai-xin, Zhang Yin, Liu Bo, Zhu Wei-zhi.
Journal of Railway Engineering Society,2010,1:33-37 [8] Liu Zhaofeng, Dai Xianrong, Zhao Renda, Yang Yongqing, Wang Xiaoyang.
Online since: August 2011
Authors: Lei Zhang, Ri Gao
Calculation Method of the Cracking Resistance of Simply Supported Reactive Powder Concrete Plate Lei Zhang1, a, Ri Gao1, b 1School of Civil Engineering, Beijing Jiaotong University, 3 Shangyuancun, Haidian, China a09121633@bjtu.edu.cn, brigao@njtu.edu.cn Keywords: Reactive Powder Concrete, Steel Fiber, Simply Supported Plate, Cracking Resistance, Cracking Stress Abstract.
Now, RPC has been used more and more in bridge engineering at home and abroad [2, 3].
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering, Vol. 15 (2005), p.32 [4] Yongbing Bai, Wenxu Hao, Hongbin Li, Xiao Xu: Journal of Agricultural University of Hebei (In Chinese), Vol. 32 (2009), p.109 [5] Mingzhe An, Zhihui Yang, Ziruo Yu, Yangfeng Zhai, Kang Gao: Journal of the China Railway Society (In Chinese), Vol. 32 (2010), p.54 [6] Xiling Zhou, Baohua Lliu: Coal Ash China (In Chinese), Vol. 5 (2007), p.24 [7] Rong Han, Shunbo Zhao, Fulai Qu: China Civil Engineering Journal, Vol. 39 (2006), p.63
Online since: July 2014
Authors: Yang Wen, Shu Tan Liu, Gong Ke Xia
Mechanical Behavior Research on The Double Angle Bolts Tube-plate Joints of Concrete-filled Steel Tubular Lattice Wind Turbine Tower Wen Yang1, a, Liu Shutan1, b, Xia Gongke2, c 1School of Architecture & Civil Engineering Inner Mongolia University of Science and Technology, Baotou 014010,P.R.CHINA 2China natural gas guangan co.
According to the engineering structure static test method, this test performed 3 classes preloading.
Journal of civil engineering and environmental engineering.
Journal of Structural Engineering, 2007, 125(10): 1100-1108
Online since: September 2020
Authors: Gunalaan Vasudevan
International Journal of Engineering Research, 4(9), pp. 487-491
History- Chemistry- Industries - Civil Engineering.
[Online] Available at: https://civiltoday.com/civil-engineering-materials/cement/81-cement-definition-and-full-details
"Performance of Alum Sludge as partial replacement for cement adding superplasticizer", IOP Conference Series: Materials Science and Engineering, 2019 [5] Ajar, M.F., Soliman, A.M. and Nehdi, M.L., 2016.
International Journal of Engineering Sciences & Emerging Technologies, Volume 3, pp. 2231-6604
Online since: August 2015
Authors: Guan Yin Shi, Xin Qiu, Xu Sheng Huang, Bo Fei Chen, Jiang Ying Chen
Effect of freeze-thaw cycles on mechanical behaviors of ceramsite concrete under impact loading Chen Jiangyinga*, Qiu Xinb, Shi Guanyinc , Chen Bofeid and Huang Xushenge Faculty of Mechanical Engineering and Mechanics, Ningbo University, Ningbo 315211, China a*chenjiangying@nbu.edu.cn, bqiuxinyydf@sina.com, csgy04208@126.com, dchenbofei912@163.com, e huangxusheng@nbu.edu.cn Keywords: ceramsite concrete; mechanical behaviors; freeze-thaw; impact loading Abstract.
It has been widely applied in many engineering fields.
China Civil Engineering Journal.1997,30(4)135-42.
Engineering Mechanics, 2007, 24(1):129-135.
Journal of Materials in Civil Engineering, 2008, 20(1):78-84
Online since: March 2014
Authors: Xiao Li Li, Zhao Long Yin
Inversion Analysis on the Initial Damage of Concrete Li Xiaoli1, a, Yin Zhaolong2, b 1School of Civil Engineering and Architecture, Northeast Petroleum University, Daqing 163318, China; 2 Daqing Oilfield Construction Group Company Limited Oilfield Construction Company, Daqing 163000, China alixiaoli0459@163.com b35143799@qq.com Keywords: concrete; initial damage; inversion; genetic algorithm; BP neural network Abstract.
It is of significance the damage constitutive equation is built to replace the one without damage in the practical engineering application.
However, the general genetic algorithm should go by a clear target function formula which is often hard to be obtained in engineering practice.
Journal of Hydraulic Engineering, vol. 23 (2012), pp. 47
Engineering Mechanics, vol. 25 (2008), pp. 99.
Online since: March 2012
Authors: Tao Huang, Jiu Hong Jiang, Hou Min Li, Ju Hua Huang
The Theory Calculation and Experimental Analysis of Composite Beam JuHua Huanga, JiuHong Jiangb ,Tao Huangc, HouMin Lid Civil Engineering and Building Academy,Hubei University of Technology ,China,430068 aqsh2011@yahoo.cn,bwdm8518@126.com Keywords: composite Beam, experimental analysis, structure experiment Abstract.
Based on this model, this paper discussed the theory calculation and made the corresponding experimental layout and got some experimental data.Compared the experimental data with the results of theoretical calculation,students can strengthen their perceptual knowledge for composite materials beams,and arouse their Learning enthusiasm and train the ability of solving engineering problems.
In addition, in real life, combination materials are widely used in many places, specially in the construction engineering, such as the composite beams of steel beam combinated with concrete bridge panel are used in the main section of the large bridges .
The purpose is to increase the students’ perceptual knowledge to mechanics performance of composite beam combination material, so that students can combine the knowledge with engineering practice better, and further improve the students’ ability to analyze and solve the engineering problems.