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Study on the enhanced bio-denitrification in a full-scale WWTP with MSBR process DNEG Ren-jian1,2,a ZHANG Jin-song1,3,b QU Zhi-jun3,c LU Wei3,d 1Shenzhen Graduate School，Harbin Institute of Technology，Shenzhen 518055，China 2 School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201, China 3Shenzhen Water (Group) Co.Ltd.
Chinese Journal of Environmental Engineering, Vol.2(2008),p.1053-1056(in Chinese) [10] Carlos Mu˜noza, Daniel Rojasa.
Chemical Engineering Journal, Vol. 145(2009),p.453–460 [11] C.M.Chung,K.W.Cho,Y.J.Kim.

Effects of Abundant-and-Low-Flow Property of Annual Rainfall on Multi-Source Water Intake System Allocation Hangxian Lu1, a, Guangwen Ma1, Xiuduo Wang2, Ping Feng3 and Fawen Li3 1 College of Water resource& Hydropower, Sichuan University, Chengdu, China 2Tianjin Municipal Engineering Design & Research Institute, Tianjin, China 3School of Civil Engineering, Tianjin University, Tianjin, China aHXLU1973@163.com Keywords: annual rainfall; abundant and low state of annual; optimal allocation of water resources; change of abundant and low rainfall state Abstract.
Journal of Sichuan University: Engineering Science Edi-tion, Vol 38, No.3, pp 29-33, (2006)

From both the experiment and the simulation, he calculated and analyzed the frequency energy of the antenna model of the spark discharge process in the ‘board to board’ model, obtaining that in daily electromagnetic environments, RF power was too low so that civil continuous electromagnetic radiation with constant power was hard to cause breakdown accidents.
Value Engineering, 2010, 205(17): 138-140
Symposium on Fire Technology and Fire Protection Engineering [C].
Radio Engineering, 2008 ,38(1): 12-13

Study on the effect of different admixtures on the early autogenous shrinkage of high performance concrete of bridge deck pavement LI Xiangqian1, 2, a*, TIAN Bo1, b, LIU Wei2, c, SU She2, d 1Research Institute of Highway, Ministry of Transport, Beijing 100088, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China alxq5234243@163.com, btbb73@yahoo.com, c11121351@bjtu.edu.cn,d09121752@bjtu.edu.cn Keywords: bridge deck pavement; high performance concrete; early autogenous shrinkage; admixtures; inhibition mechanism Abstract: This paper analyzed the mechanism of early autogenous shrinkage of concrete, and studied the influence of early autogenous shrinkage of high performance concrete-(HPC) admixed with different kinds of materials of bridge deck pavement.
A great deal of survey data from home and abroad shows that 80% of cracks in engineering structures are caused by deformation, caused by shrinkage, uneven settlement, and so on.
PF + FA can play a larger role on controlling the autogenous shrinkage, besides, they are affordable and can be bought everywhere, so they can be widely used in engineering; PF + SRA has the most significant effect on autogenous shrinkage of the four mixes.

Characteristics of Freight Transport Parking and Infrastructures Facilities of Sustainable Primary Arterial Road (A Case Study of Surakarta Ring Road– Central Java – Indonesia) DEWI Handayani1, a *, AMH Mahmudah2,b, SJ Legowo3,c, ANINDYA Arstity Putri4,d, NANANG Dwi Prasetyo5,e 1, 2, 3Sustainable Transportation Research Group, Sebelas Maret University, Indonesia 4,5Undergraduate Student of Civil Engineering Departement, Sebelas Maret University, Indonesia adewihandayani9@yahoo.com, b amirotulmahmudah@yahoo.com, cslametlegowo@gmail.com, danindyaarstityputri@yahoo.com, ediprasatya@gmail.com Keywords: parking, freight transport, infrastructure facility, primary arterial road Abstract.
Lall,Basic of Transport Engineering Volume 1, Third Edition, Erlangga, Jakarta, 2006
[9] T Litman and D Burwell, Issues in Sustainable Transportation, International Global Environmental Issues, Vol 6, No 4, pp 331-347, (2006) [10] William R McShane and Roger P Roess, Traffic Engineering, Prentice Hall, Englewood Cliffs, New Jersey, 1990

Effect of Mica Content in Stone Powder of Manufactured Sand on Performance of Cement Mortar Jiequan Xing1, a, Shulin Zhan1, b and Xinyu Li2, c 1College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China 2Huadong Institute of Exploration, Design and Research, CHECC, Hangzhou 310014, China axingjiequan@163.com, bjzcl@zju.edu.cn, cli_xy@ecidi.com Keywords: Stone powder; mica content; cement mortar; strength; freeze-thaw cycles; microstructure Abstract.
Journal of Hydroelectric Engineering, 2000, 3:43-46
Journal of Hydroelectric Engineering, 2012, 31(4):211-215.

Simulation of Final Cover Systems in Mitigating Landfill Gas Migration Thaveesak Vangpaisal1, a 1Faculty of Engineering, Ubon Ratchathani University, P.O.
Acknowledgements The support provided by Faculty of Engineering, Ubon Ratchathani University is gratefully acknowledged.
Thanks to Jakkrit, Nittaya, Ratanaporn and Thitaporn, former civil engineering students, for doing additional simulations and verifying the results.

Nearly Zero-energy Buildings: Optimal Cost of Minimum Energy Requirements Radmila Sinđić Grebović1,a *, Yulija Zolotova2,b 1Faculty of Civil Engineering, University of Montenegro, 81 000, Podgorica, Montenegro 2St.
Design approach for the optimal model of an energy-efficient timber building with enlarged glazing surface on the south façade (2012) Journal of Asian architecture and building engineering, vol. 11, no. 1, pp. 71-78
Solar energy systems in the reconstruction of heritage historical buildings of the northern towns (for example Sankt-Petersburg). (2014) Journal of Applied Engineering Science, Vol. 12 (2), pp 121-128 [29] Mohamed, A., Hasan, A., Sirén, A.

Such achievements point to the emergence of, perhaps, a new generation of professionals: “origami engineers” [10].
This expression was used in respect of mathematician Eric Demaine’s opinion when he talks about how these “new engineers” dream of building houses out of materials like this.
Creativity, fantasy and architectural culture in EBSCO CrossRef, ProQuest, Scopus, ScienceDirect and Cabell's Directories, History and Theories of Architecture: 1st Annual International Conference on Architecture and Civil Engineering (ACE 2013), Singapore, (2013), Print ISSN: 2301-394X, E-Periodical ISSN: 2301-3958 [5] Vid.

Experimental Study of Seismic Performance on Three-Story Prestressed Fabricated Concrete Frame Song Manrong a, Liu Bingkangb, Huang Shenjiangc, Zhou And School of Civil Engineering, Hefei University of Technology, Hefei 230009, China afgmsong@163.com, bliubingkang@hfut.edu.cn, chuangsj000@hotmail.com, dzhouangh@163.com Key words: prestressed fabricated frame; low reversed cyclic loading; failure mode; seismic performance Abstract: Based on the low reversed cyclic loading experiment of a specimen of three-story prestressed fabricated concrete frame, this paper investigates the carrying capacity, the failure mode, the load-displacement hysteresis curve of frame.
Zhao, Summary of investigation on seismic behavior of precast concrete frame structures, Structural Engineers, 23(2007)90-97.
Pan, Research on seismic behavior of partially unbonded precast prestressed concrete frames and beam-column subassemblies, Journal of Earthquake Engineering and Structural Dynamics, 27(2007)56-60.