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Finally, the relationship between the critical load factor and the dimensionless radius are presented Introduction Engineering of sea ice is a new branch of the ocean engineering accompanied with the development of the polar exploitation in 1970's.
Therefore, the stability and safety of the platforms draw great interests and concerns whether in civil or military use.
The Ocean Engineering, Vol. 11 (1993), p.1 [2] Zhang Fangjian.
The Ocean Engineering, Vol. 15 (1987), p.58 [3] Zhang Mingyuan, Sui Jixue, Yan Decheng, Meng Guanlin.
The Ocean Engineering.

Modal Properties of a Cantilevered Laminated Woven Composite Plate as affected by Stacking Sequence and Fiber Orientation: An Experimental Study Dayang Laila Majid1,a, Mohd Norhasani Abdullah Sani2,b, Faizal Mustapha3,c, Hafiz Hanafi4,d and Mohamed Thariq Hameed Sultan5,e 1,2,3,4,5Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia, Malaysia.
Introduction Laminated composite materials have found wide engineering applications in many fields such as aeronautics, astronautics, marine structures, automotive, sports equipments etc.
These numerical scheme are proposed to relieve experimental testing and yet the latter continue to prove too crucial to be overlooked as basis for the design and modelling of engineering composite structures.
Sahu, An Experimental Approach to Free Vibration Response of Woven Fiber Composite Plates under Free-Free Boundary Condition, International Journal of Advanced Technology in Civil Engineering, ISSN: 2231 –5721, Volume-1, Issue-2, 2012 [7] Tita, J. de Carvalho, and J.
Lirani, Theoretical and Experimental Dynamic Analysis of Fiber Reinforced Composite Beams, 15th Brazilian Congress of Mechanical Engineering, 22-26 November, 1999

Lime-soil compaction pile method which used as a flexible pile composite foundation is widely used in transportation, civil construction project in the northwest.
Chinese Jounal of Geotechnical Engineering. 2002,(2):254-256.
Composite foundation theory and engineering application.
West-china Exploration Engineering. 2004,(12):43-45.
Chinese Jounal of Geotechnical Engineering. 2005,(7):841-843.

However theory research related to the BT mode lags behind practical application comparably.[5] BT Risk Analysis The legal protection risk: Currently there is no specific laws BT aspects, suitable for BT mode generic text nor the formation of a contract, making the BT project to solve the lack of more standardized engineering claims, disputes economic policies and regulations in practice, if the terms of the contract, the law problems specific work documents, contractor integrity, construction etc.
In order to avoid such problems, you can take the following measures: First, the sub-project bidding documents Squadron, turn conduct a detailed and clear package agreement prohibiting arbitrary subcontracting and subcontracting; Secondly, establish a sound regulatory system, owners should set up regulatory bodies to conduct rigorous engineering subcontractor management.
References [1] Xi-zhen Gao:The research on the method of determining BT project repurchase price,Industrial Engineering and Engineering Management (IE&EM), 2010 IEEE 17Th International Conference on ,286 – 289 [2] Jiang Zaolong , Wang Dongyan, Liu Xiaojun:The project management of the owners and the return on investment in BT mode Electric Technology and Civil Engineering (ICETCE), 2011 International Conference ,865 - 869 [3] Gao Hua,Zhang Yi-yuan:Research on the difference between BT mode and other' finance modes,Advanced Management Science (ICAMS), 2010 IEEE International Conference (2)237-239 [4] Li Hong,Wang Rong:The Construction and Research on Index System of BT Project Performance Evaluation,Information Management, Innovation Management and Industrial Engineering (ICIII), 2010 International Conference on (2): 563 – 566 [5] Gao Hua,Zhang Yi-yuan:Research on the difference between BT mode and other' finance modes,Advanced Management Science (ICAMS), 2010 IEEE International Conference

The engineering properties of the SBS are presented in Table1.
Brookfield viscometer was employed to measure the viscosity of TPE modified asphalt at 135°C according to JTG E20-2011 "highway engineering asphalt and asphalt mixture test code".
Logistics engineering and management,2009 (8)
Logistics engineering and management, 2009 (7).
(In Chinese) [6] JTG E20-2011, highway engineering asphalt and asphalt mixture test procedures.

Zero order optimization method is a common method, and can effectively deal with many engineering problems[8~9].
Considering the practical engineering, the thickness of steel plate can't decrease unlimitedly.
Reliability-based optimization of civil and aerospace systems.
Engineering design reliability handbook.
Multi-objective fuzzy optimization design of ocean engineering structure, ocean engineering [J] , 1994 , 12 (4) : 1～7 [3] Hu Yuda, The utility of multiple objective optimization, Shanghai: Shanghai science and Technology Press, 1990 [4] D.

Study On Navigation Technology Of Waterway At Hub Downstream And Bridge Area Overlapping Xin Liu1,2,a 1 Key Laboratory of Engineering Sediment of Ministry of Communications; Tianjin Research Institute of Water Transport Engineering, Tianjin 300456, China 2 School of Civil Engineering, Tianjin Key Laboratory of Port and Ocean Engineering, Tianjin University, Tianjin 300072, China aliuxin806@163.com Keywords: Hydro-junction；Hub downstream；Bridge area；Overlapping area；Regulation scheme；Navigation security.
Tianjin Research Institute of Water Transport Engineering M.O.T .2001 [4] U.S.Army Corps of Engineers.

Construction Engineering Management. 126(5 ) (2000), p. 389–397
Business_Roundtable, Integrating Construction Resources and Technology into Engineering. 1982, Report of a Construction Industry Cost Effectiveness Project
Advances in Engineering Software. 35(3-4) (2004), p. 191-203
Construction Engineering and Management. 130(5) (2004), p. 656-670
International Journal of Sustainable Construction Engineering and Technology. 2(1) (2011), p. 24-43.

Numerical Simulation of Bond Behavior for Adhesive Anchor in Steel-to-Concrete Connection Exposed to Fire Qun Xie 1,2,a, Chong-Ji Zhu1,b, and Hao-Xue Ju 3,c 1 School of Civil Engineering and Architecture, University of Jinan, Jinan, 250022,China 2Shandong Provincial Key Lab of Appraisal and Retrofitting in Building Structures, Jinan, 250101, China 3 Shandong Institute of Commerce and Technology, Jinan,250103,China axq307@163.com, bcea_zhucj@ujn.edu.cn, cjuhaoxue@163.com Keywords：bond behavior, adhesive anchor, high temperature, steel-to-concrete connection.
[2] Aaron J.Wang: Journal of Structural Engineering Vol.138(2012),p.118-122
[3] Aaron J.Wang: Journal of Structural Engineering Vol.138(2012),p.118-122
[5] Ronald A.Cook,Richard E.Klingner:Journal of Structural Engineering Vol.118(1992), p.1645-1665
[8] J.Ozbolt, R.Eligehausen: Engineering Fracture Mechanics Vol.74(2007),p.168-178

Thuleswar Nath2,b 1Department of Mechanical Engineering, Jorhat Engineering College, Jorhat, Assam, India 2Department of Mechanical Engineering, Jorhat Engineering College, Jorhat, Assam, India abpriyanshee@gmail.com, bnath.thuleswar@gmail.com Keywords: Water log, System Dynamics (SD), Causal Loop Diagram, Model, Policy Design Abstract.
Various departments like hydrology, civil engineering have already shown concern about the problem and discussed about its effects and solutions.
Journal of Institute of Engineers.