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Characteristics of Corrosion Degradation in Carbon Steel Pipelines ZAHIRANIZA MUSTAFFA Civil Engineering Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia.
The method is considered as one of the popular classical estimation methods among engineers because it gives lower probabilities underdesign [6].
Macdonald, Best Practice for the Assessment of Defects in Pipelines–Corrosions, Engineering Failure Analysis, No 14, (2007), pp. 1245-1265
Tang, Probability Concepts in Engineering, Emphasis on Applications to Civil and Environmental Engineering, 2nd edition (of Probability Concepts in Engineering Planning and Design, Vol.
Van Gelder, Statistical Methods for the Risk-Based Design of Civil Structures, Ph.D, Delft University of Technology, (2000)

Mitigation Measures Research of Vortex-Induced Vibration of the Forth Nanjing Yangzi River Bridge Jing Ding1, a, Haili Liao2,b 1School of Civil Engineering, Southwest Jiaotong University, Second ring road north section of No.111, Chengdu, 610031 P. 
China. 2School of Civil Engineering, Southwest Jiaotong University, Second ring road north section of No.111, Chengdu, 610031 P. 
References [1] Zhenqing Chen: Bridge Wind Engineering [M].
[6] FUJINO Y: submitted to Journal of Structure and Engineering, 2002,128(8): 1012-1025
Beijing: Wind Engineering Committee, branch of Bridge and Structural Engineering of China Civil Engineering Society, 2009, 157-162 (in Chinese).

Impacts of Different Pile Parameters on Stress and Settlement of Composite Foundation Ying CUI 1,2 a, Junhai ZHAO 1,b and Shanshan SUN 1,c 1 School of Civil Engineering Chang’an University, Xi’an 710061, China 2 School of Mechanical Engineering Xi’an Shiyou University, Xi’an 710065, China acuiying126@163.com, bzhaojh@chd.edu.cn, csunjin1986123@163.com Key words: Oil Storage Tank; Composite Foundation; Pile Parameter ; FEM Model; ANSYS Procedure Abstract.
In engineering practice, composite foundation processes many merits such as lower cost, good consolidation, and etc.
Engineering example Overview of project The engineering example which is located in Chang'an District of Xi'an is a project that belongs to ground treatment of gas station.
(in Chinese) [5] Liu jinli: China Civil Engineering Journal, Vol. 39 (2006), p. 100-105.
(in Chinese) [6] Liu Hongjun, Li Peng, Zhang Zhihao, etal: Journal of Civil, Vol. 32 (2010), p. 9-15.

Utilization of Wood Modification for the Purpose of Moisture Volume Changes Reduction Tereza Murínová1, a *, Jana Daňková1, b and Pavel Mec1,c 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 33 Ostrava – Poruba, Czech Republic atereza.murinova@vsb.cz, bjana.dankova@vsb.cz, cpavel.mec@vsb.cz Keywords: wooden modification, anti-swelling efficiency, water repellent effect Abstract.
Application of timber structures in civil engineering is completely traditional technology.

Application of Formwork Technology in Engineering Xianchun Zheng 1, a, Zhiqiang Li 1,b , Sizhong Sun 1,c 1 Hebei Institute of Architecture and Civil Engineering, Zhangjiakou，Hebei，075000，China azjkjyzxc@163.com, blizq_369@sina.com, csun8905508@163.com Keywords: Multi-ribbed slab, Formwork, Construction technology Abstract.
Installing and dismantling the formwork are not easy in cast-in-situ multi-ribbed slab construction,the formwork technology overcomes the difficult problem.This paper mainly introduces the construction technology and quality standards of the plastic formwork.Through the engineering practice,the author sums up the advantages of this technology.
Template engineering scheme selection Through the comparison of the various technical scheme, plastic formwork construction technology is adopted for the multi-ribbed slab in this project,it is jeted molding made of the use of Modified polypropylene plastics.
Table 1 Allow deviation allow deviation(mm) check method Single, multilayer high-level framework beams axis displacement 5 3 check with a ruler beams board section size ＋4 -5 ＋2 -5 check with a ruler elevation ±5 ＋2 -5 use water level or bracing wire and check with a ruler the surface height difference between two board 2 2 bracing wire or check with a ruler surface smoothness 5 5 Check with 2 m guiding rule and clearance gauge reserve the centerline of the steel plate displacement 3 3 check with a ruler reserve tube, pre-setting hole centerline displacement 3 3 check with a ruler Conclusions Multi-ribbed slab and plastic formwork technology are adopted in more project construction in Shijiazhuang, through the practical engineering application, can be summed up plastic formwork dense rib of structural system of the advantages: Cast-in-situ multi-ribbed slab structure, can reduce the trabecular meshwork high and thick, and can reduce the layer are tall, building space to
Plastic formwork in the construction engineering application.

Study on Improvement for Seismic Behavior of Reinforced Concrete Shear Walls Mingjin Chu1a, Peng Feng2b, Lieping Ye2c 1School of Civil Engineering, Yantai University, Yantai ,264005,China 2Department of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua University, Beijing 100084, China achumj05@mails.tsinghua.edu.cn, bfengpeng@tsinghua.edu.cn, cylp@mail.tsinghua.edu.cn KeyWords: Reinforced concrete, shear wall, seismic behavior, performance improvement, slit wall Abstract: Shear walls are commonly used as structural elements to resist earthquake.
Engineering Structures, 2001,23:229-239
Engineering Structures ,2007,29:498-510
China Civil Engineering Journal, 2004, 37(3):44-51 (in Chinese)
Earthquake Engineering and Engineering Vibration, 2006, 26(5):129-135(in Chinese)

Analysis of Parameters’ Sensitiveness of Long-span Hybrid Girder Cable-stayed Bridge Zhongsan Li1,a, Junqing Lei1,b, Donghuang Yan2,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044,China;2School of Civil Engineering, Changsha University of Science and Technology, Changsha Hunan 410004 aLzhs0126@sina.com,bLei_jq@126.com,cyandonghuang@vip.sina.com Keywords: bridge engineering, hybrid girder cable-stayed bridge, construction control, design parameter, sensitivity analysis Abstract.
It is of value to Engineering application, so it can be vigorously promoted in the future
References [1] Chen Dewei,Xiang Haifan,Zheng Xinguang.Construction Control Of Concrete Cable-Stayed Bridge[J].China Civil Engineering Journal.1993,26(1):1-11 [2] Liu Xu-zheng,Huang Ping-ming,Xu Han-zheng.Analysis of parameters sensitiveness of cable-stayed bridges with single tower[J].Journal of Chang an University(Natural Science Edition),2007,27(6):63-66 [3] Wang Lifeng,Sun Yongcun,LI Wei.

Research on the relationship between allowable tensile stress and fatigue life of cold-recycled material for pavement base layer Hai Zhang1, 2,a, Jing Ma1,b ,Li Jiao1,2 1School of Civil Engineering ,Shenyang Jianzhu University, Shenyang Chiana,110168 2 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian China 116024 ahaizhang-11@163.com, bmajing851021@163.com Keywords: road engineering; fatigue test; allowable tensile stress; cold-recycled base material; loading number Abstract.
Fatigue fracture property and Engineering Application of Steel Fiber Reinforced Concrete[M].Beijing: Science Press,2003 [6] Aiping Liu.Model test study of fatigue property of lime fly ash aggregate base [J].
Journal of Harbin University of Civil Engineering and Architecture,2002,18(5);55-79 [8] Weicheng Zhao.Fatigue performance study on flyash concrete [J].

Research on horizontal bearing behaviors of circular section static compaction piles Qing-guang Yang1, a,Feng Liu1, a, Luan Xiao1, a 1 College of Civil Engineering,Hunan University of Technology,Zhuzhou,Hunan 412007,China a yqg1210@126.com, blf8833240@163.com, c18264994@qq.com Keywords:Static compaction pile,cavity Expansion,Horizontal bearing behaviors,Soil compaction pile.
Chang.Discussion on “Lateral Pile-loading tests ” by Feagin L B[J].Transactions of the Ameriean Soeiety of Civil Engineers,1937,102:272-278 [7] M .Hetenyi.Beams on elastie foundations[M].Ann Arbor, Miehigan:University of Miehigan Press,1946
Chinese Journal of Geotechnical Engineering,2009,31(9):1398-1401 [12] L.Zhang,X.N.Gong, J.L.Yu.Solutions for laterally loaded single pile by nonlinear subgrade reaction method[J].
Chinese Journal of Geotechnical Engineering,2011,33(2):309- 314
Journal of Soil Mechanics Foundation Division.American Socialy of Civil Engineering,1972,98(3):265-289.

Reviews Of Cases Of Construction Disputes In Malaysia And Its Relation With Standard Form Of Construction Contract Ting Sim Nee1,a, Samuel Nadarajan1,a and Andrew Whyte2,b 1Department of Civil Engineering, University Malaysia Sarawak, 94300 Kota Samarahan, Sarawk Malaysia 2Department of Civil Engineering, Faculty of Engineering and Science, Curtin University, Bentley Campus, Perth, Western Australia asnting@feng.unimas.my, bAndrew.Whyte@curtin.edu.au Keywords: Construction industry, dispute, contract, standard-forms, Malaysia Abstract.
M and Yogeswaran K.., Conflicts, Claims and Disputes in Construction.Engineering, Construction and Architectural Management. 4/2.pp. 95-111, (1997)
Y .L., New Engineering Contract (Nec) 1993 As Radical Changes To The Malaysian Standard Forms of Contract, Graduate Thesis, Universiti Teknologi Malaysia, (2006)
The New Engineering Contract: A Legal Commentary.
Civil Engineering Contracts Volume 1: The Law, Administration, Safety.