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Determination of compacting temperatures of rubberized asphalt mixtures containing warm mix asphalt additives Wei-dong Cao 1, a, Shu-tang Liu 1, b and Xin-zhuang Cui 1, c 1School of Civil Engineering, Shandong University, No.17923 Jingshi Road, Jinan, PR China, 250061 acwd2001@ sdu.edu.cn, bgtreesl @ sdu.edu.cn, c cuixz @ sdu.edu.cn Key words：Rubberized asphalt (RA) binder; Warm mix asphalt (WMA) additive; Viscosity; Compacting temperature Abstract.
Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering.

Anti-wear property of Self-repairing Mineral Particles as Grease Lubricant Additives on the Metal Friction Pairs Wengang Chen1, a , Yuzhou Gao 2, b , Huichen Zhang2, c and Zefei Tan 1,d 1 Southwest Forestry University(College of Communication, Machinery and Civil Engineering Kunming 650224, China) 2 Dalian Maritime University (Department of Materials Science and Engineering Dalian 116026, China) a chenwengang999@163.com, bzhouyugao@yahoo.com.cn, chczhang@newmail.dlmu.edu.cn, d tanzefei@126.com Keywords: Self-repairing; Grease Lubricant Additives; Anti-wear; XPS.

Analysis on the Effect of Parameters Variation on Dynamic Stress Intensity Factor of Asphalt Overlay Reflective Crack Bin Yang, Qinshou Huang, Bin Xiong, Hua Xu 1.College of Civil Engineering and Architecture, Guangxi University, Nanning, P.R.China 2.Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education E-mail:yangbin5612@163.com Keywords: Asphalt overlay; Reflective crack; Dynamic Stress intensity factor(DSIF);Parameters Abstract: With dynamic stress intensity factor (DSIF) as a characteristic parameter, this paper makes an analysis on the effect of parameters variation of vehicle speed, asphalt overlay thickness, modulus and old cement concrete pavement joint width on asphalt overlay reflective crack by investigating the variation law of reflective crack of asphalt overlay structure suffer wheel load.
Journal of Vibration Engineering, 2003, 16(1): 114-118

Chinese Journal of Geotechnical Engineering (1983) Vol.5, No.2, p.125-130, in Chinese
ANSYS Application Example in Civil.
[8] Xinmin Wang ANSYS Engineering structure numerical analysis.China Communication Press (2007), 10, in Chinese.

Discussion of Security and Health Monitoring on Quayside Container Crane Jichao Zhang1, a, Lei Ji1,b and Kai Qi2,c 1College of Civil engineering, Guangzhou University, 2 Guangzhou Academy of Special Equipment Inspection & Testing, Guangzhou,Guangdong,510006,China a zhangjichao1956@126.com, b jilei19851005@sina.com,c kaiqichina@163.com Keywords: Quayside container crane, Security condition, Health monitoring Abstract.
[2]Wei Pei, Keqin Ding, Dai-jun Wu: Mechanical Engineering and Automation Vol.(6)2010, p.120-122,in Chinese

Green building water use problems and development Jingbo Zhao 1, a, Fang Zhang 2,b , Tian Xie 2,c , Lipeng Dong 2,d 1School of Municipal and Environmental Engineering, Jilin Jianzhu University, Changchun, 130118, China 2 Key Laboratory of Songliao Aquatic Environment, Ministry of Education, Jilin Jianzhu University, Changchun, 130118, China aZjb6123@126.com, b693826141@qq.com, c650967181@qq.com, d515058317@qq.com Keywords: green building; water use; treatment process.
Green construction is in engineering construction, to ensure quality, safety and other basic requirements of the premise, through scientific management and technological advances to maximize the conservation of resources and reduce negative impacts on the environment of the construction activities to achieve four an environmental (energy saving, land, water, materials and environmental protection).
The current green construction technology includes reducing environmental pollution, clean transport, noise reduction, civil construction, closed construction endures, also includes energy and water conservation and material resources and energy, respecting the local environment around the site to reduce interference, and to combine climate construction , the use of health and environmental protection technology, control of landfill waste, and to ensure the safety and quality of construction, the realization of scientific management.

Introduction A traditional rocking-piston compressor had simple structure and it was easy to use and maintenance, which had been widely used in many engineering applications[1].
FEA is a modern calculating method developing with the development of structure mechanical analysis ,which is widely use in mechanical manufacturing, material processing, aerospace, automobile, civil construction.
In Chinese [3] Kuihua Geng, Ainong Geng, Xinmo Li, Junli Chen, Qinjiang Ruan:China Mechanical Engineering, Vol. 23 (2012), p1280-1285.

Shear rivet diameter of pavement project also need to seriously discuss, according to the existing specification and engineering facts, confirming the preliminary shear rivet diameter is 8mm, 10mm, 12mm.
girder bridge decksuggested design parameter item Design parameter item Design parameter Shear rivet spacing 400[mm] Surface of lightweight concrete thickness 60[mm] Shear rivet height 45[mm] SMA13 thickness 40 [mm] Shear rivet diameter 10[mm] Table 3 Analysis of lightweight concrete multiple shear rivet paving project on steel box girder bridge deck indexes admissible calculated value controlling design index maximize admissible unit Paving layer surface maximum lateral tensile stress 0.249 0.68 [MPa] Paving layer surface maximum longitudinal tensile stress 0.093 0.68 [MPa] Paving layer surface maximum lateral shear stress 0.138 0.32 [MPa] Maximum shear stress between lightweight concrete and steel plate 1.135 1.25 [MPa] Reinforcing rib partial deflection to span ratio 1/242 1/200 References [1] Huang wei, Liu zhenqing: Research on theory and method of long-span steel bridges deck surfacing design, China Civil
Engineering Journal, 2005, (38) : 51-59 [2] Ding, Zhang feng, Lin qing, Wang Fazhou, Hu Shuguang:Researching and application of lightweight concrete on steel box girder deck pavement,Sino-foreign highway, 2006, (26) : 188-190 [3] Qian Zhen dong, Luojian, Jing Miao miao:Mechanical analysis of asphalt concrete paving projects on steel bridge deck,China Journal of Highway and Transport, 2005, 18(2) : 61-64

level of interior decoration, few people concerned about the real environmental benefits; the green house asymmetry of information, leading to a confusion of the real estate market value orientation; real estate business is not willing to take the green residential construction costs the increase in green house means that the high-cost, on the one hand, due to the consumers, developers do not want to bear the risk of residential retention; On the other hand, lack of awareness of green residential real estate business, and do not want to bear the high cost of inputs; Green construction can not be properly implemented, the main players in the market including government, owners, designers, construction workers, their sense of green, low management level, construction technology and technology is relatively backward, mainly used in construction; industry regulatory and legal constraints the relative lack of increase in the cost of green construction, green construction are not implemented in engineering
Civil Engineering, 2011, 44 (1),p.220-224, In Chinese

Research on Simulation and Reconstruction of Vehicle-pedestrian Collision Based on Multi-body Dynamics Qiucheng Wang1,a, Zhoukai Xie1,b, Weiguo Liu2, Haitao Xiao2 1Institute of Vehicle Engineering, Zhejiang University of Technology, Hangzhou Zhejiang 310014, China; 2 Zhejiang Geely Automobile Research Institute CO., LTD, Hangzhou 311228, China.
In recent years, civil procedures and legal disputes that caused by controversial vehicle-pedestrian accident identifications are increasing, scientific and effective methods that aimed to accident reconstruction are urgently needful.
International Journal of Impact Engineering 36(2009) :783-788