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School of Civil Engineering, Tianjin University, Tianjin 300072, China 2.
School of Civil and Resource Engineering, The University of Western Australia, WA 6009, Australia abao@civil.uwa.edu.au, bhao@civil.uwa.edu.au, czxli@tju.edu.cn Keywords: vibration-based, damage detection, HHT method, pipeline system, ambient excitation Abstract: Pipelines are regarded as the most cost-effective and the safest choice for transporting oil in bulk.
Many VBDT methods have been developed and utilized in the field of civil, mechanical and aerospace engineering.
In addition, same analysis procedure can also be recommended to the condition assessment of other civil structures Aknowledgement Financial support from the CSIRO through the subsea pipeline flagship project to carry out this research work is greatly appreciated.
In: Proceedings of 5th international onference on soil mechanics and foundation engineering, Dunod, Paris; 1961, Vol.1, pp. 845-850.

Numerical Simulation on Wave Forces Acting on Superstructure of Twin-Decks Bridge Xiantang Zhang1, 2 a, Airong Chen1, b, Chen Wang2, c, Kangning Gao2, d 1Department of Bridge Engineering, Tongji University, Shanghai 200092, China 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation ,Shandong University of Science and Technology , Qingdao 266510, China azzxhtm@163.com, ba.chen@mail.tongji.edu.cn, chappychenchen123@163.com, dgkngkn@163.com Keywords: Bridge superstructure; Twin decks,; Wave force; Numerical simulation.
The practical engineering is the coastal bridge of one bank protection engineering of the coastal road.
Weggel: Journal of Waterway, Port, Coastal and Ocean Engineering, American Society of Civil Engineers, Vol. 123, no. 3(1997), p. 143 [2] R.G.
L.Douglass: Journal of Waterway, Port, Coastal and Ocean Engineering, American Society of Civil Engineers, Vol. 131, no. 4 (2005), p. 137 [7] Scott L.
Takahashi: Coastal Engineering, 56(2009), p. 793 [10] X.T.

Study on the performance of the reinforced piled embankment advances in earth structures[C]// Research to Practice (GSP 151): 247-254, Shanghai Society of Civil Engineering, Shanghai, China, 2006
Soil Improvement Committee of the Geo-Institute of the American Society of Civil Engineers and Chinese Institution of Soil Mechanics and Geotechnical Engineering , Orlando, Florida ,2009
Foundation Analysis and Design[C]// Innovative Methods (GSP 153): 29-34, Shanghai Society of Civil Engineering, Shanghai, China, 2006
Shanghai Society of Civil Engineering, Shanghai, China, 2006
Geo-Institute of the American Society of Civil Engineers, Austin, Texas, American, 2005

Quantification and Mapping of Construction Waste Generation in Parit Raja Noor Yasmin Zainun 1, a * and Wrohayu Othman 2,b 1,2 Department of Construction and Building Engineering (JKBP),Faculty of Civil and Environmental Engineering(FKAAS),UniversitiTun Hussein Onn Malaysia, BatuPahat a nryasmin@uthm.edu.my, b wrohayu890329@gmail.com Keywords: construction waste illegal dumping, database, GIS Abstract.
Construction waste also refers to soil, rock and vegetation removed during land levelling works or civil engineering works and works related to road maintenance.
[4] Faridah, A., H., A., Hasmanie, A., H., Hasnain, M., I., (2004), A study on construction and demolition waste from buildings in SeberangPerai, Proceeding of 3rd National Conference in Civil Engineering [5] Rahmat, N.

Influence of Aggregate Gradation on Mechanics Performance of Strain-hardening Cement-based Composites (SHCC) Tian Li1a Chen Jingru1b Zhao Tiejun 1c Ding Zhu 2d 1School of Civil Engineering, Qingdao Technological University, Qingdao P.R.
China 266033 2 Shenzhen Key Lab on Durability of Civil Engineering，Shenzhen University, P.R.
Obviously cement-based materials play an important role in civil engineering field in China.
the harmless crack width in the engineering project.
ACK�OWLEDGEME�TS The authors of this contribution gratefully acknowledge substantial support of this project by Shenzhen Key Lab on Durability of Civil Engineering(CED07－08), the National Natural Science Foundation of China (50878109) and the National Key Technology R&D Program (2007BAB27B03).

Yong-amnuai1,e 1Department of Civil and Architecture, Faculty of Science and Technology, MCRU 70150,Thailand. 2Rattanakosin College for Sustainable Energy and Environment, RMUTR 73170, Thailand. 3Department of Civil Engineering, Faculty of Engineering, Kasetsart University 10900, Thailand. 4National Metal and Materials Technology Center 12120, Thailand.
abannork_civil@hotmail.com, brrawangkul@yahoo.com, cfengwcy@ku.ac.th, dnutthans@mtec.or.th , eajanyoon@hotmail.com Keywords: Mae-Khong Alluvial Gravel Concrete, Thermal Conductivity, Compressive and Tensile Strength, Mae-Khong Flat Shape Alluvial Gravel Abstract.
Acknowledgements The author wishes to thanks Research & Development Institute (RDI), Muban Combueng Rajabhat University (MCRU) for provided research scholarship and Department of Civil and Architecture, MCRU.
Mairaing., “ The Study Effect of Concrete Ingredient on Quality and Cost of RMC in the North Eastern of Thailand”, 12th National Convention on Civil Engineering, NCCE., Phitsanulok, Thailand, May 2007, Vol.4 (INF), pp. 1-6

Based on the priority areas of science, technology, and engineering in the Russian civil nature (approved by Presidential Decree, July 7th, 2011. № 899), we can state that the Russia’s energy services will receive intensive and priority development in the medium term.
Contracts are an ideal form of activity for participants in civil commerce.
Legal qualification of such contracts, of course, is civil and is another type of service agreement, which is subjected to chapter 39 of the Civil Code "paid services".
The subject of scientific interest can be the entire system of civil law contracts to ensure customer satisfaction in saving energy.
Yakovlev, Civil remedies real and proper execution of business contracts // Civil law, efficiency and quality.

Finite Element Analysis of Reinforced Concrete (RC) Beams Reinforced with Glass Fiber Reinforced Polymer (GFRP) Muhammad Hamza1,a*, Ali Raza2,b Ahmed Ijaz3,c and Hamad Ali4,d 1NUST Institute of Civil Engineering (NICE), School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology (NUST), Sector H-12, Islamabad 44000, Pakistan 2,3,4Department of Civil Engineering, University of Engineering and Technology Taxila, 47050, Pakistan a*mhamza.ms23nice@student.nust.edu.pk, bali.raza@uettaxila.edu.pk, c19-CE-42@uettaxila.edu.pk, d19-CE-38@uettaxila.edu.pk Keywords: Concrete Damaged Plastic Model, GFRP, Tensile Strength, and FRP.
In civil engineering marketplaces, rivalry typically necessitates utilizing resources that are cheap, low-density, and sustainable practices resistant while also possessing includes such as expanded service life and minimal maintenance requirements.
Frontiers of Structural and Civil Engineering, 2023: p. 1-20
Civil Engineering Journal, 2018. 4(8): p. 1917-1929
Abaqus 6.12- Finite Element Analysis for Mechanical Engineering and Civil Engineering.

Acknowledgements This work was financially supported by the National Natural Science Foundation of China (61139002), the 863 Research and Development Program of China (2012AA063301), the Science and Technology Fund of Civil Aviation (MHRD201006, MHRD201101), and the Research Fund of Civil Aviation University of China (06kym01).
[3] YANG Shangwen, Studies on the Evaluation and Control of Airport Aviation Noise Impact [D], Civil Aviation University of China, 2008
[4] Willem M.Schuller, Fokke D.vander Ploeg, Peter Bouter, Impact of diversity in aircraft noise ratings [J], Noise Control Engineering, 1995, 43(6):12-25
CEAC Doc 29, Report on Standard Method of Computing Noise Contours around Civil Airports[R], France: July, 1997.12-13
[21] GAO Hongwu, Noise Control Engineering [M], Wuhan University of Technology Press, 2003.

Rocha5,e 1Department of Geosciences, University of Aveiro, Aveiro, Portugal 2Materials Department, National Laboratory of Civil Engineering, Lisboa, Portugal 3Department of Civil Engineering, Geobiotec, University of Aveiro, Portugal 4Materials Department, National Laboratory of Civil Engineering, Lisboa, Portugal 5Department of Geosciences, University of Aveiro, Aveiro, Portugal asofiasousa@ua.pt, bssilva@lnec.pt, cavelosa@civil.ua.pt, dagameiro@lnec.pt, etavares.rocha@ua.pt Keywords: alkali-silica reaction, delayed ettringite formation, mitigation, tungsten mine sludge Abstract.
PhD Thesis, Engenharia Civil, Departamento de Engenharia Civil e Arquitectura da Universidade da Beira Interior, (2006) [8] ASTM C 2001, “Standard test method for potential alkali reactivity of aggregates (mortar-bar method)”, ASTM International, West Conshohocken, United States, p. 5 [9] RILEM Recommendations: B-TC-106-3-Detection of potential alkali-reactivity of aggregates- Method for aggregate combinations using concrete prisms, Materials and Structures, vol.33, p.290-293