Search results

Yusof1, a*, Siti Nabillah Mohd Harris1, b and Kamaruzzaman Mohamed2, c 1 Postgraduate student, Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), Shah Alam, Selangor, Malaysia 2 Senior lecturer, Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), Shah Alam, Selangor, Malaysia azeetyyusof@gmail.com, bnabillaharris@gmail.com, ckamar164@salam.uitm.edu.my Keywords: Hydrated lime, pond ash, stabilized peat, curing, unconfined compressive strength (UCS) and Young’s modulus Abstract: Rapid development in Malaysia has led to urban development encroaching into the peat land area.
The undisturbed and disturbed samples were assembling in the Geotechnical Laboratory, Faculty of Civil Engineering, UiTM Shah Alam, Malaysia.
Taib, Peat Stabilization with Carbide Lime, UNIMAS E-J. of Civil Eng. 1(1) (2009) 1 – 6
Taib, Tropical Peat Soil Stabilization Using Class F Pond Ash From Coal Fired Power Plant, Int. of Civil and Envi.
Ajlouni, Engineering Properties of Fibrous Peats, J. of Geotech. & Geoenvironmental Engineering. 133 (2007) 850 – 866.

Mansouri Incheon Disaster Prevention Research Center Assistant Professor in Structural Engineering Birjand University of Technology Associate Editors Prof.
Mansouri Incheon Disaster Prevention Research Center Assistant Professor in Structural Engineering Birjand University of Technology Prof.
Kim Dong-A University Dept. of Architectural Engineering Technical Committee Prof.
Jung Louisiana State University Dept. of Civil and Environmental Engineering Dr.
Son Incheon National University Dept. of Civil and Environmental Engineering Dr.

Double Layer Concrete Paving Blocks Using Waste Tyre Rubber as Aggregate Replacement EUNIZA Jusli1,a, HASANANMdNor2,b*, RAMADHANSYAH Putra Jaya3,c and ZAITON Haron.4,d 1,2,3 Department of Geothechnics and Transportation, Faculty of Civil Engineering, UniversitiTeknologi Malaysia, 81310 Skudai, Johor, Malaysia 4 Department of Structure and Materials, Faculty of Civil Engineering, UniversitiTeknologi Malaysia, 81310 Skudai, Johor, Malaysia aeuniza@live.com, bhasanan@utm.my, cramadhansyah@utm.my, dzaitonharon@utm.my Keywords: Double Layer, Concrete, Paving Blocks, Waste Tyre Abstract.This study provided the test results on the mechanical properties of double layer concrete paving blocks (CPBs) obtained by replacing portions of the conventional aggregate with waste tyre rubber.
Civil Eng.20(10) (2008) 640–649
Civil Eng.16(3) (2004) 187–194
K Lim, Using recycled waste tyres in concrete paving blocks,Proceeding of the Institution of Civil Engineers(2010) 37–45

Analysis of Bottom frame masonry structure residential building transition layer design Changge Hao1, a, Yongsheng Zhang1,b 1College of Architecture and Civil Engineering ,Tai yuan university of technology ,Taiyuan, China a343840952@qq.com, bzhangys868@163.com Keywords: transition layer. bottom frame. seismic resistance. stiffness.
In addition present a sustainable design method to improve the seismic capacity of such structures in earthquake action.Have a certain reference value to the engineering staff.
[5] S.Q.Mo : Shenzhen civil and architecture Vol. 3, No.2 (Jun 2006): 24-26(In Chinese)
Zucchini, Journal of Civil Engineering, vol. 34, (2007):1443-1457

Gas explosion effect on structure damage and control measures Fengge Li , Long Chen Architecture And Civil Engineering School, Inner Mongolia University Of Science And Technology, Baotou,014010,China Email: longchen0113@126.com Keywords: gas explosion, progressive collapse, control measures Abstract: Gas explosion is a kind of harm partial load by accident, it is the main cause continuity of the collapsed buildings.
Civil building structure and explosion accident and the disaster prevention measures [J].
Gas explosion disasters and its effect on civil architecture research [D].
Civil gas explosion and the analysis and study of the impact of building structure [D].
Construction engineering accident analysis and processing [M].

TALIB, Syahirah1,b AHMAD, Azura1,c and Ismail, N.I.Najwa2,d 1Faculty of Civil Engineering, Universiti Teknologi MARA, Cawangan Pulau Pinang, 13500 Permatang Pauh, Penang, Malaysia. 2Faculty of Civil Engineering, Universiti Teknologi MARA, Pahang, 26400 Bandar Tun Abdul Razak Jengka, Pahang, Malaysia.
Several series of Atterberg limit test and Unconfined Compressive Test were carried out to foresee the potential use of the waste steel dust for the purpose of civil engineering applications.
Advan Studies on the establishment of different applications and practices in Civil Engineering, (2017)
Geotechnical Engineering, 48(4), 76–86
International Journal of Geosynthetics and Ground Engineering, 6(2)

The reinforcement Research on Assemble Steel Truss Bridge 1,a Yu-chao Zhang，2,b Xu-sheng Wan，3,c Long Zhang 1School of Civil Engineering，Lanzhou Jiaotong University，Lanzhou Gansu 730070，China 2State Key Laboratory Frozen Soil Engineering, Cold and Arid Region Environmental and Engineering Institute, Chinese Academy of Sciences, Lanzhou Gansu 730000 , China 3The Management Office of the Municipal Engineering，Anqing Anhui 231400,China azhangyuchao@smail.lzjtu.cn b xinyanwanxxusheng@163.com c zhangneng666@yahoo.com Keyword: Prefabricated Steel Bridge；Suspension；Reinforcement；Stress；Deflection Abstract: The article uses a original prefabricated steel bridge as example，briefly introduces the truss element calculation theory.
Selecting different reinforcement, modeling of the reinforcement with the Midas / Civil program, emphatically analyze the stress and deflection of the full-bridge under each reinforcement, then comparison the results with the allowable value ，finally select a best reinforcement program，provides reinforcement and repair practical reference for fabricated steel truss bridge. 0 The introduction At present,there are so many steel bridges[1] in our country.
The internal forces of chord members： (2) 2 Engineering background This thesis chooses a bridge abroad as project background.
Fig.3 General arrangement diagram of the original bridge Fig.4 Outline map of the truss structure (unit: mm) Fig.5 Sectional dimensions (unit: mm) Tab.1 Properties of member section Sectional A(cm2) Ix(cm4) Wx(cm3) ix(cm) Iy(cm4) Wy(cm3) iy(cm) ①②combination 63.79 2545.84 279.76 6.33 2115.54 232.47 5.75 ③ 7.40 66.47 17.03 3.00 11.03 9.42 1.22 3 Finite element model and analysis Taking one side of the bailey truss as analysis element, combined with the finite element method principle application engineering software MIDAS to establish the model.The bridge is spussorted by 36 transverse beams, each beam bears about 12 kN.Because each beam bear is about 0.5 m, so the transverse virtual beam distributed 24 kN/m.
The cost of the project is more economic.This scheme is adopted for the practical engineering and it obtains good effect. 5 References [1] Xu Guanyao,Zhu Jie.

In: Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing: CC 2009, ISBN 978-1-905088-31-7 & ISBN 978-190508830-0, DOI: 10.4203/ccp.91.72, Elsevier B.V. (2012)
Journal of Civil Engineering and Management, 18 (1), pp. 81-90 (10 p).
DOI: 10.4203/ccp.99.113, Civil-Comp Press (2012)
In: Recent Advances in Mechanical Engineering & Automatic Control: Proceedings of the 3rd European Conference of Mechanical Engineering (ECME' 12), pp. 104-109 (6 p).
Erdogan, A Critical Analysis of crack propagation laws, Journal of Basic Engineering, ASME, Vol. 85, pp. 528-534 (7 p) (1960)

,Ltd   Suzhou 215021 China) Author introduction： Dechun Yuan ,Male ,Senior engineer ,Northeast Dianli University ,JiLin China （132012）.
The analysis of market and economic benefit 4.1This product is wide adaptability, and applies to both industrial and applicable to civil, applies to both water treatment, and apply to the sewage treatment.
g:Remove Cesium, Iron, Manganese and other heavy metals macromolecular organic matters effect is remarkable. 4.3 For civil a, Civil water treatment: mainly used in civil life born drink clean water treatment, swimming pool, baths, tap water factory water treatment process, consumption object the above system enterprise or business the unit and individual, etc.
With domestic swimming pool, swimming pool, sauna and civil field water treatment technology development, the fiber filter in the civil water treatment field, demand is greatly increased.
[J]China Civil Engineering Journal.1988.21(4):48-63.

Application of Hydrostatic Leveling System in Metro Monitoring for Construction Deep Excavation above Shield Tunnel Zhizheng YIN1, 2 1 School of Civil Engineering, Central South University, Changsha, China 2 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, China yinzzcn2002@163.com Keywords: Hydrostatic Leveling System, Monitoring, Settlement, Shield Tunnel Abstract.
Martin discussed a new application for the HLS in civil engineering [4].
In China, FU hekuan study the observational accuracy of the HLS in subway tunnel [5], LIANG used HLS in deformation monitoring of Huanglongtan dam [6], and DAI study the application of HLS in construction engineering [7].
Martin, Application of Hydrostatic Leveling in Civil Engineering, Proceedings of the Third International Workshop on Accelerator Alignment, CERN, Switzerland (1993). p.93-100
The Application of Hydrostatic Leveling System in Construction Engineering.