Search results

Testing Study of FA-ASP Binder Mortar Huanqiang Liua, Yuping Tongb, Jinliang Jinc, Zhen Wangd, Kai Qine, Yan Wangf and Yixing Zhug School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, Henan, China aliuhuanqiang@ncwu.edu.cn, btongyuping@ncwu.edu.cn, c751655682@qq.com, dwangzhentim@163.com, e1292169143@qq.com, f870420656@qq.com, g1165547391@qq.com Keywords: mortar; cement; green building mortar.
From Table 2, the results indicate that the mechanical properties of FA-ASP mortar are lower than the other two mortars, but the FA-ASP mortar can meet the needs of engineering projects.
The wall cracks appear in the process of engineering use, which hampers the development of new materials.
Conclusion Using FA-ASP binder can produce common level of building mortar, the produced building mortars have good construction performance and satisfied engineering mechanics performance.

Kinematics analysis of working edge point for inner disc cutter in cutterhead of tunneling machine Qixing Wu1,2, a, and Hongwei Ma1,2,b 1 Department of Mechanics and Civil Engineering, Jinan University, Guangdong Guangzhou, China 2The Key Laboratory of Disaster Forecast and Control in Engineering, Ministry of Education of China, Jinan University, Guangdong Guangzhou, China awqx510632@126.com, btmahw@jnu.edu.cn Keywords: trajectory equation, inner disc cutter, cutterhead, tunneling machine Abstract.
Acknowledgements This work was financially supported by the Key Laboratory of disaster Forecast and Control in Engineering, Jinan University, Ministry of Education of China (No.21613406).
References [1] Mengshu Wang: Rock Tunnel Boring Machine (TBM) Construction and Engineering Examples ( China Railway Publishing House, Beijing 2004 )

Nuryadi2,d 1 Mechanical Engineering Department, Faculty of Engineering Universitas Indonesia, Kampus Baru UI Depok 16424, Jawa Barat, Indonesia 2 PT.
References [1] Hermann, The Feasibility of Monorail, Master Theses Civil Engineering Department at Massachusetts Institute of Technology, September 1959
Siu, Innovative lightweight transit technologies for sustainable transportation, Journal of Transportation System Engineering and Information Technology. 7, 2 (2007) 63-70.

Simulation and Optimization of Cement – Slag Gradation with Limestone Powder Pei-zhou Huang1,a, Wen-ying Guo1,b, Kai Guo1,c, De-sai Fan1,d, Xin You1,e, Zhen-yu Wang1,f, Cheng Wang1,g and Yi-bo Yang1,2,h 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China, 510640 2State Key Laboratory of Subtropical Architecture Science，South China University of Technology, Guangzhou, China, 510640 a863182052@qq.com, bwyguo@scut.edu.cn, c18702639750@qq.com, d382330752@qq.com, e1002768024@qq.com, f741256074@qq.com, g137022883@qq.com, hyangyibo@scut.edu.cn Keywords: Cement, Slag, Gradation curve, Limestone powder, Marsh cone, RRB equation Abstract.
[5] WENG You fa, ZHANG Dong: China Harbour Engineering, (2000), p. 25-27
[7] WANG Chang-yi, CHEN Xun-jie, ZHANG Yan-chi, et al: Port & Waterway Engineering. (2000), p. 12-18
[10] LU Hou-gen: Introduction of Powder Engineering (Shanghai: Tongji Press, 1998)

Thermal Post-Buckling of Heated Cross-ply Laminated Composite Beams Xueping Chang1,a, Jun Liu2,b and Jihong Ren3,c 1School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China 2School of Civil Engineering, Southwest Petroleum University, Chengdu 610500, China 3Sichuan petrochemical Nan Chong corporation, China Petroleum, Nan Chong 637001, China a changxp@swpu.edu.cn, b liujun-888888@163.com, c laurenone@yahoo.cn Keywords: Cross-ply laminated composite beam, Higher order shearing theory, Thermal post-buckling, Shooting method, transversely uniform temperature rise, Large deformation Abstract: On the basis of Reddy’s higher order shear deformation plate theory and the von Kármán’s geometry nonlinear theory, governing equations for nonlinear thermal buckling and post-buckling of cross-ply laminated composite beam subjected to a temperature rise are derived, in which the stretching-bending coupling terms produced by the non-homogenous distribution
Introduction In recent years, laminated composites (also called multi-layer graded materials) have been widely used in modern technology and engineering.
Engineering Mechanics, 2000, 17(5):115-120, In Chinese

MODE-II STRESS INTENSITY FACTOR BY TRIANGULAR WILLIAMS ELEMENT WITH GENERALIZED DEGREES OF FREEDOM Hua XU1,a , LuFeng YANG1,2, b 1 Key Laboratory of Disaster Prevention and Structural Safety of China Ministry of Education, School of Civil Engineering and Architecture, Guangxi University, 530004 Nanning, P.
Introduction Many service failtures occur due to the engineering materials and structures existence of cracks.
With computing capabilities improved, numerical analyses have proved its power in promoting the general understanding of many complex engineering problems related to structural integrity[4].
Cracked Brazilian disc specimen subjected to mode II deformation [J] Engineering Fracture Mechanics, 2005, 72(4): 493-503

The growing demand for more powerful engines forces the engineers to improve various engine components.
Jagadale, Numerical Simulation of Steady Flow through Engine Intake System Using CFD, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 1 Ver.
Krishnan, “Computational Analysis Of Intake Manifold Design And Experimental Investigation On Diesel Engine For LCV, International Journal Of Engineering Science And Technology (IJEST),” ISSN : 0975-5462, Vol. 3 No. 4 Mar 2011,Pp 2359-2367
Fascicle of Management and Technological Engineering, Vol X (XX) ,(2011)

Halliday puts forward the concept of ESP: English for civil servants; for policemen; for officials of the law; for doctors and nurses; for specialists in agriculture, for engineers and fitters (Halliday, 1964).
The above circumstances are more serious in Non - key Engineering Institutes; therefore, it seems especially necessary to conduct an adequate study of ESP teaching there.
Construction of teaching materials Currently, there haven’t been mature teaching materials at a suitable level of difficulty in ESP teaching field, and it’s difficult for the students of the common engineering institutes to learn the original teaching materials due to their foreign language level and the difference of learning ability.
ESP teaching in general engineering college should comply with national conditions and the specific situation in schools, be suitable for students’ academic ability; also the teaching research need constant improvement and perfection in teaching practice.

Analysis of Effects of High Temperature and Shear Stress on Asphalt Binder Cao Phu Cuong1, a, Guo Zhongyin2,b, Yang Yongshun3 and Xue Zhichao4 1 PhD Student, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, China; Lecturer, University of Civil Engineering, Hanoi, Vietnam 2 Professor, PhD Student Supervisor, Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, China 3 Director of Highway Bureau, Communications Department of Shandong Province, Jinan, China 4 Highway Bureau, Communications Department of Shandong Province, Jinan, China aphucuonghuce@yahoo.com, bzhongyin@tongji.edu.cn Keywords: asphalt binder, viscoelasticity theory, high temperature, shear stress, dynamic shear rheology.
Acknowledgements This work was financially supported by the 2006 Transportation Science and Technology Innovation Projects of Communications Department of Shandong Province, Jinan, China (2006Y004-1) and Tongji University Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Shanghai, China.

Application of recyclable materials for an increase in building safety against the explosion of an improvised explosive device Lucia Figuli1, a, Martin Magura2,b ,Vladimir Kavicky1,c and Štefan Jangl1,d 1 Department of Technical Sciences and informatics, Faculty of Special Engineering, University of Žilina, Ul. 1.
Mája 32, 010 26 Žilina, the Slovak Republic 2 Department of Steel and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 813 68 Bratislava, Slovak Republic alucia.figuli@fsi.uniza.sk, bmartin.magura@stuba.sk, ckavickya@gmail.com, dstefan.jangl@fsi.uniza.sk Keywords: blast wave, safety, recyclable materials, FEM analysis, increase of structures strength, terrorist attacks, explosion, improvised explosive device, critical infrastructure elements Abstract.
This article presents the results of scientific research at the Faculty of Special Engineering, University of Zilina.
Nikos: Elastic – plastic response spectra for exponential blast loading, International journal of Impact Engineering 30 , 2004, www.sciencedirect.com