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Treatment of slaughter wastewater by regulation pool/ hydrolysis acidification/ contact oxidation Yafeng Li1, a, Xinchao Shan2, b 1 Municipal and environmental engineering school of Shenyang Jianzhu University, Shenyang, China, 110168 2 Municipal and environmental engineering school of Shenyang Jianzhu University, Shenyang, China, 110168 ayafengli88@sina.com, bsxcsxc666@163.com Keywords: slaughter wastewater, hydrolysis acidification, contact oxidation, coagulation precipitate Abstract.
Used slaughter wastewater treatment engineering of some food industry group in Liaoning Anshan as example.
Project with a total investment of 19.635 million Yuan, include civil part of the investment of 11.585 million Yuan RMB, the equipment investment of 8.05 million Yuan.
References [1] Chengyu Ma, Jingfei Wang and Guolin Fu, in Abattoir Wastewater Treatment and Reuse Engineering Design, edited by Industrial Water Treatment Publishing, volume 24 (2004)
[2] Daixiu Lan, in Slaughter wastewater treatment engineering design and operation examples, edited by Industrial Water Treatment Publishing, volume 26 (2006) .

Contrast Test on Fender Forces Between Flexible and Rigid Berthing Systems LIU Jianhui1, a, SHEN Keli2,b , DING Hongyan3,c and Diao Jinghua4,d 1Offshore Oil Engineering Co., Ltd, Tianjin 300451, China 2CCCC First Harbor Consultants Co., Ltd.
Tianjin 300222, China 3School of Civil Engineering, Tianjin University, Tianjin 300072, China 4Tianjin Branch of Navy University of Engineering, Tianjin 300450, China atdpiers@yahoo.com.cn, bskl@fdine.net, cdhy_td@163.com, ddjh_2002@eyou.com Keywords: flexible berthing; rigid berthing; separated berthing platform; net buoyance; model test.
When engineer designs the flexible berthing system, more attention should pay on these aspects: the integral stiffness of the flexible berthing system, in other words, the reasonable range of net buoyance of berthing platform corresponding to the tanker vessel; the self-distortion of the separated berthing platforms.
Zhang: submitted to 21th International Offshore and Polar Engineering Conference, Maui, USA (2011)
Berteaux, in: Buoy Engineering, edited by John Wiley & Sons Inc.

Simulation of Composite Strengthening Technique in Prestressed Concrete Continuous Box Beam Bridges Hongbo Jiao1,2a and Shuanghua He3, b 1School of Environment and Water Conservancy Engineering, Zhengzhou University, Zhengzhou, China 2School of International Education, North China University of Water Resources and Electric Power, Zhengzhou, China 3School of Civil Engineering and Communications, North China University of Water Resources and Electric Power, Zhengzhou, China ajiaohongbo@ncwu.edu.cn, bheshuanghua222@126.com Keywords: prestressed concrete continuous box beam bridges; composite strengthening technique; strengthening effectiveness; finite element.
There are four common strengthening methods in bridge engineering practice, i.e. bonded steel plates, strengthening with R.C, carbon fiber reinforced polymer (CFRP) and external prestressed strands.
It provides an important technical reference to the similar strengthening engineering.
Engineering Survey Liaoyugou bridge, Yingyugou bridge and Rencungou bridge are three viaducts on the Zhengluo highway.
[4] G Shu, Application of strengthening with CFRP in municipal engineering, China Municipal Engineering, Beijing, 2 (2009) 48-49

Furthermore, the comparison between the simulation of energy-saving and pertinent data from engineering application is also shown in this paper.
Introduction The concept of the passive building was first introduced and applied in engineering application by the German engineers.
It is seen from these data that energy consuming level of civil building is higher in the summer than in the winter.
Conclusion Issues of material section on the engineering applications of the German passive building in China have been presented in this paper.
Residential architecture，the development of Building energy conservation technology and the engineering demonstration of residential architecture----- Zhejiang province for example[M].

Fracture Performance of asphalt mixture with Styrene Butadiene Styrene based on the J-integral Ping Li1, a, Junjun Pei1,b ,Yu Yao1,c and Guowei Sun1,d 1 School of Civil Engineering, Lanzhou University of Technology, No.287 Langongping Street, Lanzhou and 730050, China aliping@lut.cn, bpjj061185@126.com, cyy_yaoyu@126.com, dange12008008@yahoo.com.cn Keywords: asphalt mixture; SBS modifier; J-integral; ductile fracture toughness.
Crack of asphalt pavement is one of the major destruction in pavement engineering.
Composites Part B Engineering.
Engineering Fracture Mechanics.
C.: Engineering Fracture Mechanics Foundation (Shanghai Jiaotong University Publications, Shanghai 1987).

Study on the Dynamic Response and Anti-Collapse Mechanism of High-Pile Wharfs with Different Water Depths Bo Song1,a, Fei Zheng1,b, Peng Wu2,c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, P.R.China 2China Communications Planning and Design Institute for Water Transportation, Beijing, P.R.China asongbo@ces.ustb.edu.cn, bzhengfei4075@163.com, cwupeng@pdiwt.com.cn Keywords: High-pile wharf, Dynamic response, Pile-soil interaction, Anti-collapse Abstract.In recent years, many earthquakes occurred all over the world and caused different degrees of damage to the engineering structures.
Technical Council on Lifeline Earthquake Engineering Monograph, 25(2003), pp. 385-394
[7] Fengyin Zhao, Yucai Wang, Tao Lu, The technical problems of dredging engineering for Tianjin port No.19&20 wharf, Port Engineering Technology, 4(2003)24-28
[8] The people's Republic of China National Standard, in: Code for Seismic Design of Water Transport Engineering, Beijing, 2012
[9] The people's Republic of China National Standard, in: Load Code for Harbour Engineering, Beijing, 2012

Analysis on Construction Influence of the Underpass of Oblique Crossing Subway Tunnel Ming Zhang1, a, Jin Fan2, b and Bingyu Pan1, c 1 Institute of Civil Engineering, Henan Institute of Engineering, Zhengzhou 451191, China; 2 Institute of Art Design, Henan Institute of Engineering, Zhengzhou 451191, China.
(In Chinese) [4] China Railway Eryuan Engineering Group CO.
LTD:Construction drawing design of Maoye channel(2007) (In Chinese) [5] China Railway Eryuan Engineering Group CO.
LTD: Urban track traffic safety reserve construction management measure of Shenzhen Metro Co., Ltd(temporarily)(2007) (In Chinese) [7] Shenzhen Shekou Huali Engineering Co.
LTD: Sample drilling data and soil experiment report of Maoye Peace Square (2008) (In Chinese) [8] 《Engineering Geological Manual》editorial board: Engineering Geological Manual (fourth edition), (China Architecture ＆ Building Press,China 2008) (In Chinese)

Evaluation and governance design of risk factor of debris flow on Gunmaling Lei Nie 1,a, Lina Xu1,b, Yanxin Yu2,c 1College of Construction Engineering, Jilin University, Changchun, Jilin, P.
China 2Department of Civil, Environmental and Geomatic Engineering, University College London, London, WC1E 6BT, the U.
In this article, check dam is used as main preventive engineering measures to set up two check dams in the passing area of debris flow, with total capacity about 2800m3 and design reservoir capacity of flood once per 50 years.
Preventive measures According to survey on the researched area of debris flow on Gunmaling, it shall be taken the engineering measures mainly including check dam.
The preventive engineering of debris flow on Gunmaling mainly includes retaining by using check dam.

It is in urgent need of developing a new construction material for defence engineering.
International Journal of Impact Engineering, Vol. 18(1996), p.583 [3] Frew D Z, Forrestal M J, Cargile J D.
International Journal of Impact Engineering, Vol. 25(2001), p.965 [6] Warren T L, Fossum A F, Frew D J.
International Journal of Impact Engineering, Vol. 30(2004), p.477 [7] Xu Jianbo, Lin Junde, Tang Rundi.
Protection engineering branch of China Civil Engineering Society ninth annual conference (Changchun, 2004) (in Chinese) [14] Zhang Yunsheng, Sun Wei, Liu Sifeng, Jiao Chujie, Lai Jianzhong.

Research on analysis method of seismic response of long span cable-stayed bridge Li Xu1, a, Shengping Wu1, b, Zhenzheng Fang1, c 1School of Civil Engineering, Fuzhou University, Fuzhou 350108, China a10578796@qq.com, bwushengping522@126.com, czzfang1949@foxmail.com Keywords: Cable-stayed bridge, Response spectrum, Time history analysis, Power spectrum Abstract.
Finally, this research discuss the differences of three analysis methods, which can provide a reference for similar engineering structures.
Engineering background A steel box girder cable-stayed bridge with double pylons and double cable planes was undertaken in the background.
[2] Xinxian Hu, “Earthquake engineering,” Seismological Press, 1998
[6] Lin Jiahao, “Deterministic algorithm of random seismic response ,” Earthquake Engineering and Engineering Vibration, Vol.5, issue 1,89-93, 1985.