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TAN 1, a * 1Department of Civil & Environmental Engineering, National University of Singapore, Block E1A, #07-03, 1 Engineering Drive, Singapore 117576 atankh@nus.edu.sg *corresponding author Keywords: Discontinuous members; fibre-reinforced polymer; strengthening; strut-and-tie models.
Martin, Deflection of reinforced concrete beams with rectangular openings under bending and shear, Thesis presented to the National University of Singapore for the Degree of Bachelor of Engineering, 1986.

Jyrki Kullaa Department of Applied Mechanics, Helsinki University of Technology, or Department of Mechanical and Production Engineering, Helsinki Polytechnic Stadia, P.O.
For civil structures this would mean at least one year of monitoring.
Acknowledgement This research was performed partially in the Multidisciplinary Institute of Digital Engineering (MIDE) research programme launched at Helsinki University of Technology to celebrate its centennial as a university, and partially in the MASINA technology programme of the Finnish Funding Agency for Technology and Innovation (TEKES).
Proceedings of ISMA2004, International Conference on Noise and Vibration Engineering.

Journal of Vibration Engineering, 23(2010) 269-274
China Civil Engineering Journal, 2010, 43(2010) 73-82
Structural Engineers, 24(2008) 130-136

Research on Effect of Equivalent Diameter of Voids on Sound Absorption Performance of Porous Asphalt Concrete Based on Grey Entropy Method Mingxi Liu1,a, Jianguang Xie1,b*, Zhanqi Wang1,c and Yanping Liu1,d 1Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing, Jiangsu Province, 210016, China almx0605@126.com, bxiejg@nuaa.edu.cn, cwangzq911201@nuaa.edu.cn, dspongeboblyp@nuaa.edu.cn Keywords: Porous asphalt concrete, Sound absorption coefficient, Equivalent diameter of voids, Grey entropy method Abstract.
Modeling and Optimization of Acoustic Absorption for Porous Asphalt Concrete, Journal of Engineering Mechanics, 2016, 142(4): 04016002
[11] Ministry of Transport of the People's Republic of China, JTG E20-2011, Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering, Beijing: China Communications Publishing, 2011

Multi-phase modelling of concrete affected by sulfate attack Nicola Cefis1,a and Claudia Comi1,b * 1Departement of civil and environmental engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy anicola.cefis@polimi.it, bclaudia.comi@polimi.it Keywords: Concrete, damage, sulfate attack, multiphase material.
Torrenti, Coupling between mechanical and transfer properties and expansion due to DEF in a concrete of a nuclear plant, Nuclear Engineering and Design, 266 (2014) 70-77
Journal of engineering mechanics 127 (2001), 582-592

Tentative Search on Green Design of Contemporary Urban Garden Landscape Weiyong Huang 1,a,Li Wang2.b 1Department of Civil and Architectural Engineering, Guangxi University of Technology, Liuzhou, Guangxi 545006, China 2Lushan College of Guangxi University of Technology, Liuzhou, Guangxi 545616, China aHwy5131420@126.com, bkingmaidou520@163.com Keywords: Green materials, Renewable energy, Ecology theory, Evaluation Standard for Green Building, Urban landscape Abstract: The paper summarized and thought problems existing in construction of the urban garden landscape, and analyzed the applicable advantages, technical characteristics and implementation plans of green materials and the renewable energy in the construction of the urban garden landscape.
Decision-makers’ pursuing the greatness or perfection of a city, and the single evaluation mechanism resulted in the costly construction of the urban landscape, such as the image of the city lighting engineering, which not only consumes large amount of energy, forms heat island effect, but also causes light pollution.
"( Article 4.1.1) However, in reality, whether the current municipal engineering or real estate projects, most of them pursue immediate interests and economic benefits, and constructing projects at the cost of undermining the ecological environment can be seen everywhere.

The developmental trends of the assessment on substructure are, 1) the uncertainty evaluation methods, such as uncertain analytical hierarchy process method and fuzzy comprehensive assessment theory, will be the core of new assessing systems; 2) researching on the method, equipment and instruments of testing and inspection that can be scientifically and efficiently inspect the underwater or underground indices, and establishing uniform evaluation indices and assessment criteria based on engineering data, engineering experiences and experts’ knowledge; 3) establishing aging models of materials on the basis of influence factors and defect mechanisms are deeply studied; 4) instituting bridge assessment code with uniform evaluating indices, flexible evaluating frame and solid foundation of theoretic, to instruct the technical assessment on structure of the existing mid-small span bridge.
Bowman: Civil Engineering and Environmental Systems Vol. 8 (1991), p. 49

Analysis of Settlement Reasons and Mechanism in Immersed Tunnel Gang Wei 1.a, Huijie Qiu 2 b, and Xinjiang Wei 1,2 c 1 Department of Civil Engineering, Zhejiang University City College, Hangzhou 310015, China 2 Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China aweig@zucc.edu.cn, b852038249@qq.com, cweixj@zucc.edu.cn Keywords: immersed tube tunnel; mechanism; settlement reasons.
Chen, Experiment and analysis of law of sand deposit expansion in foundation of immersed tube tunnel treated by sand flow method, Chinese Journal of Rock Mechanics and Engineering, 31 (2012) 206-216

Koželužská 2450/4, 180 00 Prague 8 and CTU in Prague, Czech Republic 2Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic 3TBG Metrostav, s.r.o.
Structural Engineering International, 23 (4), IABSE (2013), pp. 450-457 [2] Graybeal, B., Haber, Z., Ultra-High-Performance Concrete for Bridge Deck Overlays.
Engineering structures, Vol. 222, 2020, 110846 [5] Graybeal, B., Bond of Field-Cast Grouts to Precast Concrete Elements.

Application of Pozzolan as Materials of Geopolymer Paste DESAK Nyoman Deasi Triani1,3,a*, JANUARTI Jaya Ekaputri2,3,b, TRIWULAN2,3,c, SETYO Hardono1,3,d, and TRI Eddy Susanto3,4,e 1Badan Penelitian dan Pengembangan Pusat Penelitian dan Pengembangan Jalan dan Jembatan, Bandung, Indonesia 2Civil Engineering Department, Faculty of Civil Engineering and Planning, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia 3Konsorsium Riset Geopolimer Indonesia (KORIGI), Lab Beton dan Bahan Bangunan ITS, Surabaya, Indonesia 4Product and Application Development, PT Semen Indonesia, Indonesia adeasi.triani@gmail.com, bjanuarti_je@yahoo.com, ctriwulan_marwan@yahoo.com, dsetyo.hardono@pusjatan.pu.go.id, etri.susanto@semenindonesia.com Keywords: geopolymer, clay, kaolin,metakaolin, pozzolan, silica fume Abstract.
Society of Plastic Engineering, Brookfield Center, 1979 [2] Davidovits, J.,.