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Rational Thinking of Sustainable Development of the New Type of Rural Communities Hanzhou Liu1,a 1School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China azhliu_001@163.com Keywords: New type of rural community; Sustainable development; Sustainable requirements Abstract：After elaborating the connotation of construction of the new type of rural communities and their sustainable development, and according to these goals, this paper puts forward persistent requirements about sustainable development of construction of the new type of rural communities, i.e. determining the function orientation, enhancing investment, attentions to scientific rationality of planning and construction; attentions to comprehensive utilization of resources; giving full use of farmers as the main role and promotion of cultural integration in community construction.
Increase of investment in construction of the new type of rural community A new type of rural community construction needs a lot of money for the system engineering.
Through the increase of capital investment, the government guidance, the building of public cultural service engineering, radio and television fully cover the countryside; The construction of cultural information resources sharing project, and implementation of rural movie projects; Through the cooperation mechanism, build libraries for peasants.

Reinforcement of Timber Beams With Prestressed Wires João Henrique Jorge de Oliveira Negrão1,a 1CIEC, Dept. of Civil Engineering, University of Coimbra, Portugal ajhnegrao@dec.uc.pt Keywords: Timber, prestress, pre-tension, post-tension, epoxy, anchorage.
References [1] Plevris N., Triantafillou T.: Creep behavior of FRP-reinforced wood members, Journal of Structural Engineering, 121(2):174-186, 1995
H. : Modeling of timber beams strengthened with various CFRP composites, Engineering Structures, 32(10):3225-3234, 2010

Performance Assessment of Asphalt Mixtures Using Frequency Sweep Test at Constant Height and Hamburg Wheel-Tracking Device Jian-Neng Wang Department of Construction Engineering, National Yunlin University of Science and Technology, Douliou 64002, Taiwan wangjn@yuntech.edu.tw Keywords: Hamburg wheel-tracking device, permanent deformation, Superpave shear tester, frequency sweep, specification parameter.
The Hamburg wheel-tracking device (HWTD) has originally been designed in Hamburg, Germany and it is widely used for the evaluation of rutting and stripping by pavement engineers.
McGennis, Volumetric and mechanical performance properties of the Superpave mixtures, Journal of Materials in Civil Engineering, ASCE 12 (2000) 238-244

Wang2, c 1College of Engineering, Ocean University of China, Qingdao 266100, P.R.
China 2Department of Civil and Environmental Engineering, National University of Singapore, Singapore 117576, Singapore 3School of Mathematics, University of Jinan, Jinan 250022, P.R.
This subject was discussed in [18], where numerical calculations were carried out for the displacement prescribed elastic beam having a circular cross-section, but the needed regular states are still too difficult to generate for use in engineering applicable beam theories.

Variation of the Modulus of Elasticity and Anisotropic Factor over the Thickness of the Bamboo Wall Smits, M.A.1, a, Pizzol, V.D.1, b, Krüger, P.V.2, c, Rezende, M.A.P.2, d, Alves, R.C.1, e, Carrasco, E.V.M.2, f*, Mantilla, J.N.R.3, g 1School of Engineering, Federal University of Minas Gerais, Belo Horizonte, Brazil 2School of Architecture, Federal University of Minas Gerais, Belo Horizonte, Brazil 3Faculty of Engineering and Architecture, University Fumec, Belo Horizonte, Brazil aazevedosmits@gmail.com, bvpizzol@hotmail.com, cpaulovonkruger@gmail.com, dmarco.penido.rezende@hotmail.com, erecosta_88@hotmail.com, fmantilla@dees.ufmg.br, gjudy.mantilla@fumec.br Keywords: Bamboo, Elastic modulus, Anisotropic Factor, Organic material, Non-destructive testing.
Civil Eng.
ATCP Physical Engineering, (2010) 1-30

Alias, Differences Between Client and D&B Contractors Perceptual Emphasis Towards Success Criteria’s for Public Hospital Project, in proceeding of Modern Methods and Advances in Structural Engineering and Construction. (2011) 363-369
Fleming, Achieving Sustainability in the Construction Supply Chain, Proceeding of the Institution of Civil Engineers. (2008) 161-172 [21] J.F.Y.
Jones, Maturity Model for Supply Chain Relationships in Construction, Journal of Management Engineering. 27(2011) 97-105

., Chongqing 400067, China 2National Engineering & Research Center for Highways in Mountain Area, Chongqing 400067, China 3Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China alyc2008sh@163.com, b179105716@qq.com Keywords: subgrade; resilient modulus; triaxial repeated-loading test; humidity adjustment coefficient; Logistic model Abstract.
Resilience Characteristics of Subgrade Soils and Their Relations to Fatigue Failures in Asphalt Pavements[C] //University of Michigan Dept. of Civil Engineering.

Finite element analysis on impact factors of castellated steel reinforced high strength concrete beams Ercong Meng1,a, Wenxiang Zeng1, Xiuli Qiu1, Yisheng Su 1,2,b * 1 College of Civil Engineering and Architecture, Guangxi University, Nanning, Guangxi, 530004, China 2Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi University, Nanning, Guangxi, 530004, China a465800521@qq.com ,bsuyisheng@sina.com Keywords: CSRHSC beam; mechanical behavior; ultimate bearing capacity; finite element analysis; ABAQUS.
Engineering Mechanics, 2013, 30(3): 140-145.
Structural engineering analysis and detailed examples [M].

Reliability Analysis for Effects of Reservoir Water Level Change on Embankment Dam Bo Han 1,a , Hongjian Liao 1,b , Kyoji Sassa 2,c, and Fawu Wang2,d 1 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, 710049, China 2 Research Centre on Landslides, Disaster Prevention Research Institute, Kyoto University, Gokasho, Uji, Kyoto, 611-0011, Japan a han_bo961@163.com, b hjliao@xjtu.edu.cn, csassa@scl.kyoto-u.ac.jp, d wangfw@landslide.dpri.kyoto-u.ac.jp Keywords: saturated-unsaturated seepage, reliability, water level change, embankment dam Abstract.
Engineering Case Analysis The structure is located on the Tekesi River in Xinjiang, China.
References [1] Lam, L., Fredlund, D.G., and Barbour, S.L (1988): Transient seepage model for saturated unsaturated systems: A geotechnical engineering approach.

Research on the Solutions to the Concrete Durability of Newly-built Tunnel Structure Haiyan Wang1, 2,a , Wenge Qiu1,b , Xuefeng Chen 1,c , Hao Gu 1,d 1 School of Civil Engineering, Southwest Jiaotong University, China 2Shijiazhuang Institution of Railway Technology, China a why8621@163.com, bqiuwen_qw@163.com, ccxf_121@126.com, dghao20060540@gmail.com Key words: Tunnel structure, Concrete, Durability, Main measures Abstract.
Value Engineering, 2010, 29(23). (2010) [6] LU Caifeng, GENG Ou, JIANG Jianhua.
About the Author: Full Name: Haiyan Wang Sex: male Date of Birth: 1975.10 Birthplace: Zhangbei City, Hebei Province Position: PhD Research Direction: Tunnel and underground Engineering Address: Room 402, C Building, Kejiyuan of Southwest Jiaotong University, No.144, Jiaoda Road, Chengdu City, Sichuan Province, 610031, China Email: why8621@163.com Phone：15184436582