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So China must study the problem existing in risk management to promote the development of engineering contracting.
For example, China’s foreign project contracting is mainly in Africa, where contractors are sometimes faced with unstable factors triggered by civil war.
After that, engineering guarantee and engineering insurance system began to be implemented in Chinese project contracting industry, which also woke up people’s awareness of risk management.
Engineering guarantee, subcontracting and contract terms are all methods to transfer risk by contract.
[6] Makarand Hastak and Aury Shaked: submitted to Journal of Management in Engineering, 2000(1), p. 59-69

Ground Settlement Prediction Model and its Application for Tunneling Engineering above Mined-out Regions Shuren WANG1, a, Haiqing ZHANG2, b 1College of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, China 2Geotechnical Division, MCC Capital Engineering & Research Incorporation Limited, Beijing, China aw_sr88@163.com, bhaiqzhang@163.com Keywords: ground settlement; Usher model; nonlinear; mined-out regions; predictive analysis.
Geotechnical engineering problems are mostly linear or similar linear loading (unloading) problems.
Feng: Soil Engineering and Foundation, Vol, 19 (2002), p. 52.
Wang: Journal of Hydraulic Engineering, Vol, 12 (2003), p. 84.
Cao: Chinese Journal of Rock Mechanics and Engineering, Vol, 28 (2009), p. 1144.

Numerical Analysis of Reasonable Hinge Joints Size of Reinforced Concrete Hinged Plates Xianxi Tang 1,2,a, Yue Xu 1,b，Cunjun Zou1,c,Fang Chen1,d 1 School of Highway, Chang’an University, Xi’an, 710064, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China atxx9999@163.com, byx1958@163.com, czcj0212@126.com, dPluto113@sina.com Keywords: Bridge Engineering; Hinge Joint; Numerical Analysis; Reasonable Size; Stress; Deflection Abstract: In order to study the stress distribution in hinge joints of different depth and the effects of hinged plate by hinge joints depth, 5 group ANSYS finite element models of concrete simply supported hinged plates were built, hinge joints stress of models have been compared under the center load and side load, analysis has been made on the hinge joints of maximal stress.
Meanwhile, some experts and engineers had carried out relevant researches at home and abroad.
Central South Highway Engineering, 2006, 31(3):45-48.
Key Engineering Materials, 2003, 245-346: 323-330
Bridge Engineering[M].

Visual processing of the river cross-sectional data Qiqing Duan1, a, Ruihai Wu2,b 1School of civil engineering and architecture, University of Jinan, Jinan, China 2General Machinery R&D, Shandong Shanda Hoteamsoft Co., Ltd., Jinan, China aduanqiqing@163.com, bwrhwww@163.com Keywords: cross-section; the interpolation of elevation; visualization of data processing; programming Abstract.
The cross-section of Hydraulic engineering (river, embankment) is a kind of cross section which is always perpendicular to the river direction.
[4] Yang Wen-fu, Cui Yu-zhu, On analysis and countermeasure of technology and method in the field of GPS-RTK, Engineering of Surveying and Mapping, Vol. 17(4), Aug. 2008, pp. 50-53

Finite Element Analysis on the Structure Strength of Air Cushion Vehicle Ning Liu, Huilong Ren, Jianzhang li, Lianhui Jia Institute of Naval Architecture and Ocean Engineering Mechanics, Harbin Engineering University, Harbin 150001, China Keyword: Air cushion vehicle, Cushion-up navigation state, Structure design and load, Strength assessment Abstract.
Air Cushion Vehicle is widely used in the field of military and civil ship in recent years for its characteristic high speed and amphibian.
Journal of Mechanical Engineering Science. 1972，14（5）. ], which improves ACV’s military practicality and safety.

Rectification treatment of digging and watering along horizontal direction for resident building Qihui Chen1, 2, a, Yang Ping1, b 1 School of Civil and Engineering in Shan Dong Jianzhu University，Jinan , China 250101 2 Shandong provincial Key Lab of Appraisal and Retrofitting in Building Structures， Jinan, China 250014 a Qhchen@sdjzu.edu.cn, b pingyang.1019@163.com Keywords: digging and watering rectification numerical simulation relative settlement Abstract.
According to character of resident building and engineering geological condition, method of digging and watering along horizontal direction is put forward, and used for building’s rectification.
Many successful rectifying engineering examples are achieved by this method
Rock Mechanics and Engineering, Vol. 22(1) (2003), p. 148, in Chinese [9] Junjie Zhen, Jianping Zhang, Zhigang Liu.
Rock Mechanics and Engineering, Vol. 20 (1) (2001), p.123, in Chinese

Micro-numerical Simulation of Anchorage Performance For Geotechnical Anchored Structure By Particle Flow Code Sifeng Zhang 1,a, Yanmei Li2,b, Xiuguang Song 3,c, Jian Zhou 4,d, Jian Cui 1,e 1School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China; 2Shandong Academy of Environmental Science, Jinan 250013, China; 3School of Civil Engineering，Shandong University, Jinan 250061, China； 4Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China a sddxzsf@163.com bqqhrlym@163.com C songxiuguang@sdu.edu.cn d tjuzj@vip.163.com ecuijian1202@gmail.com Keywords: Geotechnical anchor; Anchorage performance; Particle flow theory; Numerical simulation; Meso-study Abstract: Based on the theory of particle flow code, the micro-numerical analysis model is established to study the anchorage performance of geotechnical prestressed anchorage structures.
Chinese journal of Rock Mechanics and engineering, 2008,27(5):865-872.
Journal of structural engineering, 2005,131(2):322-328
Journal of Geotechnical Engineering, 1995, 121(6):486-492
Chinese Journal of Geotechnical Engineering, 2000,22(6):701-704.

Padgett 2,c 1 Dept. of Civil Structural and Environmental Engineering, Trinity College Dublin, Ireland. 2 Dept. of Civil and Environmental Engineering, Rice University, Houston, TX, USA.
Journal of Bridge Engineering, 5 (2011) 597-611 [5] Choe, D.
Engineering Structures, 11 (1998) 960-971 [11] Vu, K.A.T. and M.G.
Fenves, Open System for Earthquake Engineering Simulation (OpenSees), Version 2.0.0. 2010, Pacific Earthquake Engineering Research Centre (PEER)
Engineering Structures, 5 (2003) 637-653 [26] Cornell, C.A., F.

Engineering Structures, 2007. 29(5): p. 763-775
Journal of engineering mechanics, 1997
Engineering Structures, 2006. 28(7): p. 947-958
Computer‐Aided Civil and Infrastructure Engineering, 2006. 21(6): p. 436-449
Earthquake Engineering and Engineering Vibration, 2013. 12(1): p. 39-54

Experimental study and numerical simulation on the large-sized models of micro anti-slide piles Xiaosong Tang1,2,a, Yingren Zheng3,b and Jianping Xin3,c 1School of Civil Engineering, Chongqing University, Chongqing, China 2Engineering and Technology Research Center of Geological Hazard Prevention and Treatment, Chongqing, China 3Logistical Engineering University University, Chongqing, China ahnm97@163.com, bzhengl32@163.com, c454501543@qq.com Keywords: slope engineering; micro anti-slide pile; model experiment; failure mode; numerical simulation Abstract.
So it is suitable in the emergent repair engineering.
[8] Zhang L, Silva F, and Grismala R, “Ultimate lateral resistance to piles in cohesionless soils”, Journal of Geotechnical and Geoenvironmental Engineering, 2005, pp.78-83
[9] ZHANG Dandan, LIU Xiaoli, and HUANG Min, “Finite element analysis on mechanical characteristics of micropile group for rock slide reinforcement”, Journal of Engineering Geology, 2011, pp.502-507
[14] ZHENG Yingren, and ZHAO Shangyi, “Discussion on safety factors of slop and landslide engineering design”, Chinese Journal of Rock Mechanics and Engineering, 2006, pp.1937-1940