Search results

The Usage of Glass Waste as Cement Replacement Aeslina Abdul Kadir1, a, Mohamad Rosli Ismail2,b, Mohd Mustafa Al Bakri Abdullah3,c, Noor Amira Sarani4,d and Mohd Ikhmal Haqeem Hassan5,e 1Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat Johor, Malaysia 3 Center Centre of Excellence Geopolymer & Green Technology, School of Materials Engineering, Universiti Malaysia Perlis, P.O Box 77, D/A Pejabat Pos Besar, 01007 Kangar, Perlis, Malaysia 2,4,5 Department of Water and Environmental Engineering, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat Johor, Malaysia aaeslina@uthm.edu.my, bjuruteramudasunan@gmail.com, cmustafa_albakri@unimap.edu.my, dnramira1987@gmail.com, emohd.ikhmal.haqeem@gmail.com Keywords: Cement replacement, glass waste, density, strength, water absorption Abstract.
In this research, cube concrete sample with the size of 150x150x150mm were manufactured by using concrete mixer located at Structural Laboratory, Faculty of Civil Engineering and Environmental Engineering at UTHM.
This test was done in Analytical Laboratory, Faculty of Civil Engineering and Environmental Engineering at UTHM.
It is conducted at Structural Laboratory, Faculty of Civil Engineering and Environmental Engineering at UTHM after the samples after being cured for 28 days.
Acknowledgment The authors express their gratitude to the Universiti Tun Hussein Onn Malaysia for the facilities especially to staffs from Faculty of Civil and Environment Engineering UTHM for the guidance and support.

China Civil Engineering Journal, 2006，39(11):37-42.
China Civil Engineering Journal, 2008，41(5):33-39.
Journal of Engineering Mechanic, ASCE, 2005, 131(4):325-339
China Civil Engineering Journal,2007, 40(6):1-6.
Journal of Engineering Mechanics, ASCE, 2009, 135 (8), 802-812

The research on cable force measurement based on degenerated element with frequency method Xin Cui1,a,Yong Jiang2,b,Liwen Fu3,c,Jinfeng Wang4,d 1Department of Civil Engineering, Zhejiang University, Hangzhou, 310058, China 2Department of Civil Engineering, Zhejiang University, Hangzhou, 310058, China 3Department of Civil Engineering, Zhejiang University, Hangzhou, 310058, China 4Department of Civil Engineering, Zhejiang University, Hangzhou, 310058, China aemail: sharkcccx@126.com, bemail: jy198807@126.com, cemail: 770482269@qq.com, demail: wangjinfeng@zju.edu.cn Keywords: cable force measurement; frequency method; degenerated beam element Abstract.
Introduction Cables are important load bearing components in bridge engineering.
Now the frequency method of cable force test mainly has three deficiencies: testing efficiency, testing accuracy of frequency precision and converted precision between frequency and cable force in actual engineering.
Therefore, the degenerated element can be used as the practical content in calculated subroutine module of cable force testing system to enrich dynamic calculated mode of cables and enhance engineering application of cable force testing system.
[5] Hong Xu,Pingming Huang,Wangshui Han: Journal of Chang'an University, 3(2008):58-103 [6] Xun Guo,Hongtao Li,Jinguo Wang: The World Earthquake Engineering, 24(2008):1-6.

The Distribution of Shear Stress along the Anchoring Section of Prestressed Bolt ZHANG Bo1,2,a，LI Shucai1,2,b， YANG Xueying3,c，ZHANG Dunfu1,d， LI Mingtian4,e 1 China School of Civil and Hydraulic Engineering, Shandong University, Jinan 250061 2 Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China 3 Shandong Urban Construction Vocational College, Jinan , Shandong P.R.China 250014 4 Shandong Jiaotong University, Department of civil engineering, JiNan, 250023, China azhangbo1977@sdu.edu.cn, blishucai@sdu.edu.cn, c274679821@qq.com, d zhangdf@sdu.edu.cn, e 282357602@qq.com Keywords：Bolt; Anchoring Section; Distribution of Shear Stress Abstract In this paper the distribution of shear stress along the anchoring section of prestressed bolt was presented.
Chinese Journal of Rock Mechanics and Engineering,2005, 24(6):980-986; [2] ZHANG Fa-ming,CHEN Zu-yu,LIU Ning.Determinatio- n of cohesive strength between rock mass and anchors.
Rock and Soil Mechanics,2010,31(s): 177-181; [4] ZHENG quan-min.The optimal length and ultimate bearing capacity of tension type soil anchor.West-China Exploration Engineering, 2000,(2): 27-28; [5] QIN Wei-min，GE Xiu-run，WANG Hao.Experimental Study on Sand Consolidated Anchorage Prestressed Bolt and Its Applications.Chinese Journal of Rock Mechanics and Engineering,2007, 26(4):769-774; [6] LIAO Xiao-ping,WANG Hao,AN Mengkang etc.
Numerical Analysis and Field Test on Full Grouted Prestressed Anchor.Chinese Journal of Rock Mechanics and Engineering, ,2006,25(s2):3743-3748.

Analysis of single Pile Settlement in Layered Soils based on Shear Displacement Method Guihai Fu1,2,a, Limin Wei1,b and Hui Zhou3,c 1College of Civil and Architectural Engineering, Central South University, Changsha 410075 , China 2College of Civil Engineering , Hu Nan City University , Yiyang 413000 , China 3College of City Manage Engineering , Hu Nan City University , Yiyang 413000 , China ) afugui6666@126.com, blmwei@mail.csu.edu.cn, cglxzhoufu@yahoo.cn Key words: layered soils; settlement of single pile; load transfer; shear displacement method Abstract: Based on the theory of shear displacement method, the transfer matrix of pile in layered soils was deduced, so the analytical theory of settlement of single pile in layered soils is established, which can take into account the nonlinear influence of soils, and with which settlement, distribution of axial force, displacement and skin resistance of single pile along the depth in layered soils can be easily attained.
Engineering project Newly-built railway from Hang Zhou to Ning Bo is ballastless track passenger special line, the speed of train is 300-350km/h.Shang Yu North Station(DK72+900-DK75+698.02)be situated in Shang Yu city , Zhe Jiang province.
Load transfer for axially loaded piles in clay[J].Journal of the Soil Mechanics and Foundation Engineering Division. 1966, 92 (2):122-126
Geotechnical Engineering Division.
Finite-layer analysis of axially loaded piles[J].Journal of Geotechnical Engineering, ASCE, 1991,117(11):1706-1722

Light gauge construction, Progress in Structural Engineering and Materials, 1997, pp.25-26
Method for analysis of thin-walled cold-formed purlins in roof based on the EUROCODE recommendations, Industrial and Civil Engineering, 11 (2012), pp. 67-70
Novaia versiia, novye vozmozhnosti, Magazine of Civil Engineering, №2, 2009, pp. 10-12
Magazine of Civil Engineering, №3(21), 2011, pp. 32-35
Magazine of Civil Engineering, №3(21), 2011, pp. 36-46

Dynamic Behavior Study of Functionally Graded Porous Nanoplates Hadj Mostefa Adda1,a, BOUCHAFA Ali2,b*, MERDACI Slimane3,c* 1Industrial Engineering and Sustainable Development Laboratory, University of Rélizane, Instituteof Science & Technology, Civil Engineering Department, Algeria. 2 University of Sidi Bel Abbes, Faculty of Technology, Civil Engineering Department, Algeria. 3Structures 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.
Introduction Functionally graded materials (FGM) are a new type of composite systems that are of particular interest in the design, usage, and manufacture of engineering.
[10] Merdaci, S., Belmahi, S., Belghoul, H., Hadj Mostefa, A., Free Vibration Analysis of Functionally Graded Plates FG with Porosities, International Journal of Engineering Research & Technology, 8(03), 143-147, (2019)
[14] Merdaci S; Hadj Mostefa A; Merazi M; Belghoul H; Boutaleb S; Hellal H, “Free Vibration Analysis of Ceramic-Metal Functionally Graded rectangular Solar Plates with Porosities Using of High Order Shear Theory: Solar Plate FG Composed of (Al/Al2O3) and (Al/ZrO2) Influence by Porosity”, Institute of Electrical and Electronics Engineers (IEEE - Journals & Conference Proceedings), 1-5, (2021)
[15] Daneshmehr, A., Rajabpoor, A., Hadi, A., Size dependent free vibration analysis of nanoplates made of functionally graded materials based on nonlocal elasticity theory with high order theories, International Journal of Engineering Science, 95, 23-35 (2015)

Cai2.1b 1 School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha, Hunan, China, 410004 2 Department of Civil and Environmental Engineering, Louisiana State University, Baton Rouge, USA, LA 70803 ace_hanyanu@163.com, b cscai@lsu.edu (corresponding author) Keywords: wind-vehicle-bridge system; cross winds; aerodynamic characteristics; aerodynamic interference; wind tunnel tests.
Acknowledgements The authors would like to gratefully acknowledge the supports from the National Science Foundation of China (Project No. 50908025; 51108045; 51178066; 51278069), from the School of Civil Engineering and Architecture, Changsha University of Science and Technology and the Wind Engineering Research Center of Hunan University in China.The second author also appreciates the support from the National Science Foundation of USA (Project CMMI-0927824).
Proceedings of the Institution of Mechanical Engineers Part D-Journal of Automobile Engineering, 221, 1367-1379
High side road vehicles in cross winds, Journal of Wind Engineering and Industrial Aerodynamics, 36, 1383-1392
Journal of Wind Engineering and Industrial Aerodynamics, 53, 401-429

The Application of ANSYS in the horizontal bearing pile WANG Hong1, a, YAOJun2,b ,LiuLei3, c School of Civil Engineering and Architecture Jiangsu University of Science and Technology Zhenjiang, Jiangsu P.R., 212003,China aWh2900@163.com,byaojuntm@qq.com,cliuleijust@qq.com Key words: ansys12.0；horizontal bearing pile；pile-soil relation；Homogeneous soil；Layered soil Abstract：The passage analysises the nonlinear finite element about the horizontal bearing capacity of pile in the case of the Homogeneous soil and other case of the layered soil with ANSYS.The displacement and stress contours of pile are considered,and the paper compares the two different simulation methods to change the right method which fits the corresponding case.
Intorduction Pile foundation has a long history as a form of infrastructure, which has been widely applied in civil engineering and port engineering.
The second is known as the horizontal bearing capacity of pile, which is subjected to the horizontal loads Particularly，it is not only subjected to vertical loading of the superstructure, but also subjected to horizontal load on the pile from wave and large in marine engineering.
For calculations result, we mainly research the horizontal displacement,maximum stress of the pile and Check that whether the occur of instability of the soil around the pile soil and settlement of the pile. 3.Use ANSYS to model and calculate the horizontal bearing pile in Layered soil In the civil engineering and port engineering,we usually encountered that the geological situation is more complex,so that equivalent homogeneous soil pile - soil relations can not objectively reflect the actual condition.
References [1] Young kejil Practical pile foundation engineering.

Simulation of Slope Stability Haixiao Lin1, a Guilin Wang2,b and Mingcheng Liao1,c 1School of Civil Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China 2College of Civil Construction Engineering,Guizhou University,Guiyang,Guiyang 550025, China a hpulhx@hpu.edu.cn, b linhaixiao@hpu.edu.cn, c cumtlhx@163.com Keywords: The stability of the slope; Numerical simulation; Strength reduction method; Limit equilibrium method; Support Abstract.
Slope stability analysis has been an important field of geotechnical engineering research, in engineering practice to occupy a very important position, the impact of disasters is very serious.
Years of theoretical research and production practice shows that the people for deepening understanding of landslide hazards, and always build in engineering, geology, rock mechanics, soil mechanics and a series of evolving branch of science[3], development and continuous improvement basis.
Therefore, the slope stability simulation study has important academic value, economic value and significance of engineering practice[4,5].
Reference [1] Y.B.Du,G.Zheng and L.W.Jiang:Journal of Geomechanics Vol.16(2010),p.108 [2] H.D.Liu,C.L.Mao and Y.P.Guan:Journal of Water Resources Architectural Engineering Vol.8(2010),p.101 [3] S.M.Chong,Y.Y.Yu and D.A.Zhao:Journal of Heilongjiang Institute of Technology Vol.23(2009),p.24 [4] S.R.Wang,X.Wei and M.C.He:Journal of Mining & Safety Engineering Vol.26(2009),p.277 [5] C.Xu,Y.Q.Li and R.B.Jiang:Geotechnical Engineering Technique Vol.22(2008),p.71