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Dairy Digital Management Information System Development Based on SOA Hongqiang Li1, a, Haibo Lu2, b, Jiao Qu1, c, Xiangling Li1, d 1Hebei Institute of Architecture and Civil Engineering Zhangjiakou Hebei, China 2Hebei North University Zhangjiakou Hebei, China ahqlgood@yahoo.com.cn, bnkxlhb@163.com, cslx09@163.com, dLIXL1967@163.com Keywords: Computer application program, MIS, SOA, Monden dairy Abstract.
Acknowledgements Fund projects: Hebei Zhangjiakou technology projects, Project number: 0921028B References [1] Hongqiang Li, Yamin LI, Haibo Lu, Xuecheng Gong, Hongkai Sun and Junchao Yang: Journal of Agricultural Mechanization Research Vol. 33 (2011), p.118, In Chinese [2] Hongqiang Li, Yamin LI, Lihua Zeng, Yiran Jiang: Journal of Agricultural Mechanization Research NO.5, 2007(General No.145), p. 127, In Chinese [3] Benhai Xiong, PingQian and Qingyao Luo: Transactions of the CSAE Vol. 21, p.118, In Chinese [4] WenYu Hao, Yabai Li and Ningsheng Wang: Control Enginnering of China Vol. 11, p.488, In Chinese [5] Yuanyue Zhang: Journal of Hunan Agricultural University Vol. 23, p.58, In Chinese [6] Hongqing Li, Dongbin Li and Changli Yan: Journal of Hebie Institute of Architectural and Civil Engineering Vol. 26, p.102, In Chinese

Statistical Models to Predict Fresh Properties of Self-Consolidating Concrete Wu Jian Long1,a , Kamal Henri Khayat 2,b and Feng Xing1,c 1 Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen, China 2 Faculty of Civil Engineering, Université de Sherbrooke, Sherbrooke, Quebec, Canada a longwj@szu.edu.cn, bkamal.khayat@usherbrooke.ca; cxingf@szu.edu.cn Keywords: self-consolidating concrete; statistical models; fresh properties; prestressed concretes Abstract: In order to understand the influence of mixture parameters on concrete behaviour, a factorial design was employed in this investigation to identify the relative significance of primary mixture parameters and their coupled effects (interactions) on fresh properties of SCC that are of special interest to precast, prestressed applications.

Research of Electrical and Hydration Behavior of Phosphoaluminate Cementitious Material ZHANG Ming1, 2, a, DING Zhu 2, b, LIU Peng 1, c , WANG Mingke 2 , XING Feng 2,d 1 School of Civil Engineering and Architecture, Central South University, Changsha 410075, China 2 Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen 518060, China a email: zhangmingjob@sina.com, bemail: dz3693@126.com, c lop868@163.com , d xing.f@szu.edu.cn, Keywords: phosphoaluminate cement (PAC), electrodeless resistivity measurement, hydration, AC impedance spectroscopy (ACIS).

Research of Pore Structure of Phosphoaluminate Cement Paste Using Nitrogen Adsorption Isotherm ZHANG Ming 1, 2, a, DING Zhu 2, b, LIU Peng 1, c , WANG Mingke 2 , XING Feng 2 1 School of Civil Engineering and Architecture, Central South University, Changsha 410075, China 2 Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen 518060, China a email: zhangmingjob@sina.com, bemail: dz3693@126.com, c lop868@163.com Keywords: phosphoaluminate cement (PAC), hydration, nitrogen adsorption (B.E.T), isotherm, pore structure.

Methods to measure the transfer properties of mortars Gladis Camarini1, a*, Valdir Moraes Pereira1, b, Pedro Murilo G. de Freitas1, c, Regina Andrade Tirello 1, d 1SChool of Civil Engineering, Architecture and Urban Design, University of Campinas, Campinas, SP, Brazil, Av.
Journal of Materials Civil Engineering ASCE, v.1, n.1, p. 46-58, 1989

Friction Loss of Externally Prestressed Concrete Beams with Carbon Fiber-Reinforced Polymer Tendons Tianlai Yu1, a, Liyuan Zhang2, b 1School of Civil Engineering, Northeast Forestry University, Harbin, China, 150040 2School of Traffic, Northeast Forestry University, Harbin, China, 150040 abosstumu@163.com, bzhangliyuan55@163.com Keywords: External prestressing, strengthen, CFRP tendons, friction loss, frictional coefficient.
References [1] Xiantao Zeng and Huimin Che: submitted to Journal of Bridge Construction(2000), In Chinese [2] Lieping Ye and Peng Feng: submitted to China Civil Engineering Journal(2006), In Chinese [3] The PRC Ministry of Construction : Code for Design of Concrete Structures(GB50010-2002)( China Architecture & Building Press, Beijing, 2002), In Chinese [4] ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary (American Concrete Institute, American, 2008) [5] Xueye Xiong: External Prestressing Structure Design (China Architecture & Building Press, Beijing, 2005), In Chinese [6] Bo Ding: Statistical Analysis Method of Test Data(Tsinghua University Press, Beijing, 1994), In Chinese [7] ACI Committee 440: Prestressing Concrete Structures with FRP Tendons (ACI 440.4R-04) (American Concrete Institute, American, 2004) [8] JSCE: Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials(Research

Coaction analysis on pile-net-cushion-soil Ruifang Wang1，a,Keyu Wang2,b 1Department of Civil Engineering of Urban Construction College,Wuhan University of Science and Technology,China, 430065 2 Institute for Building Science of Hubei, China,430071 a 865140840@qq.com b272575226@qq.com Keywords：analytic calculation;flexibility matrix;field experiment;finite element numerical calculation ABSTRACT：In accordance of the principles of stress continuousness and displacement coordination, the interactions model of pile and pile, pile and soil are set up；Accoring to the symmetry of the models,1/4 of the models are extracted to set up three-dimension multipile composite foundation models.The flexibility matrix of the three reinforcements are modified to build a global flexibility matrix with the consideration of cushion's compression； Interaction coefficients of the analytic calculation are lower than those of the finite element when pile lengthen is diversity.The comparison between the
All these prove that the analytic methods proposed by this research are accurate and may function as a reference to engineering.

Adding layer of steel structure of safety testing and add layer and reinforcement of feasibility analysis WenTao Ma1,a，Jianqiang Wang1,b ，Yali Chai1,c 1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China amwt278@126.com,bwjq07001620@126.com, crelish1229@126.com Keywords:reinforced concrete, Structure, Safety appraisal, Steel reinforcement Abstract: Along with our country economy fast development, the building and renovation is becoming more and more widely, layer for steel structure system, relying on its obvious advantages, has gradually become one of hot topics in the study of engineering.
Combining with engineering example, through the integrity research, bearing capacity calculation, field exploration, the analysis of the concrete strength testing, etc., has carried on the appraisal on the safety of building structure, and analyses the feasibility of after add layer.
The engineering general situation Changzhi city, Shanxi Province originally designed for four layers, A library for steel reinforced concrete frame structure, the height is 20.5 meters, A total construction area of 5665.8 m squared.

Study on Carbon Balance Impact of Different Tree Configuration Wang Ting College of Civil Engineering and Urban Construction, Jiujiang University 332005, China cceucwt@yeah.net Keywords: Carbon Balance, Tree Configuration, Forest Engineering Abstract.

Construction Engineering Bidding Risk Analysis Fanjing Yu1, a, Junjie Li2,b 1College of Civil Engineering and science, Yangzhou University, Jiangsu, Yangzhou, 225127, China 2College of Information Engineering, Yangzhou University, Jiangsu, Yangzhou, 225127, China ayufanjing@126.com, blijunjiely@sina.com Keywords: Tender Offers, Monte Carlo Simulation, Risk Abstract.
Introduction China has widely used the bill-of-quantity valuation model in the construction engineering bidding.
The shape of β distribution is better to meet the engineering characteristics, but the calculation is complicated.
(7) CP is planned value of tender offer for the bidding engineering; E(C) is the expectation of the engineering cost; σ is the standard deviation of the engineering cost.
It is feasible to use Monte Carlo simulation method to predict the most likely cost of engineering.