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Architecture engineering construction industry has gradually been revolutionized from traditional ways to technology-based methods.
As the engineering construction project is very complex ,advanced tools are required to assist finishing a project.
And also it can do construction simulization and optimization of the installation scheme such as building mechanical route and operating space, civil engineering construction sequence, equipment cop installing sequence, material transportation piling up arrangement. [4] Besides , in the process of project evaluation, 4 D model can make experts grasp quickly from the model about engineering construction organization arrangement, and main construction method, overall plan etc of the bid assessment unit in order to make a preliminary assessment of the experience and strength of the construction of the bidding unit
Journal of Management in Engineering [J]. (2010)
Engineers And Contractors [M].

Acknowledgement The presented work was supported in part by the Department of Civil and Environmental Engineering at the University of Michigan, the National Science Foundation (NSF) through grant CMMI-0928193.
References [1] ASCE Standard 7-10, Minimum Design Loads for Buildings and Other Structures (2010), American Society of Civil Engineers, Reston, VA
“Building Design for Abnormal Loads and Progressive Collapse,” Computer-Aided Civil and Infrastructure Engineering, 20(3), 194-205
“Progressive Collapse Resistance of Steel Building Floors”, Report Number UCB/CEE-Steel-2001/03, Dept. of Civil and Environmental Engineering., University of California, Berkeley
Report to the National Science Foundation, Department of Civil & Environmental Engineering, University of California, Berkley, CA

Investigationof the Deformable Behavior of Loose and Dense sand through DEM Yi Yang1,2, a, Runqiu Huang2, b, Yungming Cheng1,*c, Jianfeng Wang3, d 1Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong 2State key laboratory of Geohazard Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu, Sichuan Province, China 3Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong acseyangy@gmail.com, bhrq@cdut.edu.cn, cceymchen@polyu.edu.hk, djefwang@cityu.edu.hk Keywords: Loose and Dense sand; Biaxial test; Critical state; DEM Abstract.
The deformable behavior of ideal granular material under external loading, especially in monotonic condition, has always been of keen interest to geotechnical engineers.
Journal of Geotechnical and Geoenvironmental Engineering, 1999. 125(3): p. 169-178
Journal of Geotechnical and Geoenvironmental Engineering, 2008. 134(7): p. 992-1004
Journal of Geotechnical and Geoenvironmental Engineering, 2010. 136(9): p. 1278-1286.

Two representative samples were taken from the top and bottom of the mould, placed into cans, and weighed. 3.2 Test on Block Samples were prepared in the Department of Civil Engineering laboratory, Unilorin, Kwara state.
Halemba, “Durability Assessment of Monolithic Rammed Earth Walls,” Archives of Civil Engineering, vol. 61, no. 2, 2015, doi: 10.1515/ace-2015-0015
Abayomi, “An Assessment of the Nigerian Construction Industry’s Role in Combating the Climate Change Crisis,” Civil Engineering and Architecture, vol. 11, no. 5, 2023, doi: 10.13189/cea.2023.110811
Yasser, “Investigation of Compressive Strength of Straw Reinforced Unfired Clay Bricks for Sustainable Building Construction,” Civil and Environmental Engineering, vol. 17, no. 1, 2021, doi: 10.2478/cee-2021-0016
Walker, “Development of a novel mortar for use with unfired clay bricks,” Proceedings of Institution of Civil Engineers: Construction Materials, 2013, doi: 10.1680/coma.11.00011

Experimental Study on CFRP-bonded Steel Plates with Thickness Reduction using Underwater Epoxy Xiao CHEN1,a, Yasuo KITANE1,b, and Yoshito ITOH1,c 1Dept. of Civil Eng., Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Japan achenxiao@civil.nagoya-u.ac.jp, bykitane@civil.nagoya-u.ac.jp, citoh@civil.nagoya-u.ac.jp Keywords: CFRP, repair, underwater, steel, epoxy Abstract.
Engineering Structures, Vol. 76, (2009), pp. 299-313
Engineering Structures, Vol. 29, (2007), pp. 1808-1823
Composites, Part B: Engineering, Vol. 37, (2006), pp. 650-661
Journal of Materials in Civil Engineering, Vol. 18, (2006), pp. 715-722

Hygrothermal properties of steel fiber reinforced concretes Balázs NAGY *, Dóra SZAGRI Budapest University of Technology and Economics, Faculty of Civil Engineering, Department of Construction Materials and Technologies, Műegyetem rkp. 3.
Computing in Civil and Building Engineering 2014; 1554-1561
ISRN Civil Engineering 2014; 2014; 1-15
PhD dissertation; Dept. of Civil Eng.
PhD thesis; Dept. of Civil Eng.

Impact of Sedimentation Counter Measure on the Performance of Flood Control: A Case Study of Wonogiri Reservoir Rachmad Jayadi1,a*, Istiarto2,b, Ansita Gukitapingin Pradipta3,c 1,2Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Indonesia 3CV.
The authors also would like to thank the Department of Civil and Environmental Engineering Universitas Gadjah Mada, for the support of facilities and funds for the implementation of this research.
Farikha, Fabrication of Wonogiri Dam Operational Simulation Software for Controlling The Flood in Bengawan Solo Upstream River (in Indonesia), Graduate Thesis, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, 2014
Oktavia, Development of Hydrology Model for Wonogiri Dam Hydrograph Inflow Estimation (in Indonesia), Graduate Thesis, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, 2013
Pradipta, Study of The Impact of Wonogiri Dam Closure Dike Construction Against The Dam Operational on Flood Period (in Indonesia), Master Thesis, Department of Civil and Environmental Engineering, Universitas Gadjah Mada, Yogyakarta, 2014.

Construction of the Core Competitiveness Evaluation Index System of Engineering Consulting Firm Based on Fuzzy Analytic Hierarchy Process( FAHP) Longjiang Shen1,a, Lianfa Ruan1, b and Junbo Ye1,c 1Institute of Construction Management, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China, 310058 a874056078@qq.com, blianfa@zju.edu.cn, cyejunbo35@126.com Keywords: FAHP, Engineering consulting firm, Core competitiveness, Index system Abstract.
There is a necessity to establish a group of outstanding engineering consulting firms.
In this view, after having a research on advanced engineering consulting firms, we build a core competitiveness evaluation index system about engineering consulting enterprises by using fuzzy analytic hierarchy process (FAHP) and hope to provide reference for the establishment of core competitiveness of China’s engineering consulting firms.
Yin: Journal of Railway Engineering Society (2006), p.97 -100
Chen: Chinese Engineering Consulting (2003), p.31-36.

Study on Warm Mix Flame Retardant Asphalt Mixture Yuqing Yuan1, a, Xiushan Wang2, b and Tao Guo1, c 1School of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China 2Architecture and Civil Engineering, Zhejiang Sci-Tech University, Hangzhou 310018, China ayuanyq@126.com, b411941786@qq.com, czhulin356@yahoo.com.cn Keywords: road engineering; pavement engineering; warm mix; flame retardant; asphalt mixture; flaming.
Shen, Analysis on the road tunnel accident prevention, Safety and Environmental Engineering, 2 (2009) 66-70
Malliek, A laboratory study on CO2 emission from asphalt binder and its reduction with the use of warm mix asphalt, International Journal of Sustainable Engineering, 4 (2009) 275-283

Experimental Study on Structural Performance of a Novel Integral Noise Barrier for Urban Rail Transit Peng Gao a, Jiwen Zhang b and Yongming Tu c School of Civil Engineering, Southeast University, Nanjing, 210096, P.R.
China a gaopengseu@163.com, b jwzhang@vip.163.com, c tuyongming@seu.edu.cn Keywords: Municipal Engineering; Integral Noise Barrier; Experimental Study; FRCC; BFRP.
Based on the engineering demand for eastern extension project of the No.2 subway line of Nanjing, six specimens were cast and tested under simulated positive and negative loads.
The experimental results show that INB can meet the design requirements of eastern extension engineering of the No.2 subway line of Nanjing.
The conclusions are shown as follows: The test results show that INB can meet the engineering demand for eastern extension project of the No.2 subway line of Nanjing.