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Advances in Civil Engineering, Volume 2016 (2016), Article ID 2604232, 14 pages, http://dx.doi.org/10.1155/2016/2604232 [3] Luible A, Crisinel M (2004).
Journal of Structural Engineering, 137(8): 803-810 [5] Bedon C, Amadio C (2015).
Engineering Structures 73(8): 85-99 [7] Foraboschi P (2009).
Engineering Structures, 79: 322-340 [10] Kalamar R, Bedon C, Eliášová M (2016).
Engineering Structures, 75: 457-46

BIM owns single data resource, it can solve the consistency problem between distributed, heterogeneous engineering data and the global shared matter, it also supports dynamic engineering information creation, management and sharing of the project’s life-cycle.
Power grid regulation also needs multi-dimension visualization. ④　 During the planning, design and construction stage, both construction engineering and power grid regulation need to draw lots of paintings. ⑤　 Construction engineering requires that BIM can be used during every stage, similarity; power grid regulation needs a persistent information model to ensure whole life persistent management applications.
In this BIM configuration, the building of power grid BIM actually equals to power to the whole life period engineering data accumulation, expansion, integration and application process.
The 14th national engineering design computer application academic conference proceedings. 2008
The civil engineering department of tsinghua university, Ma Zhiliang.

In practical engineering, vertical deformations of expansive soil often occurred.
Relationship between swelling force and deformation for pressure expansion method Engineering application of testing results It is well known that the expansive soil has great harm to road engineering, especially, the stability of embankment and excavated slopes.
The testing results are of practical importance to actual engineering. 1.
References [1] GB /T 50279-98, Basic terms of Geotechnical Engineering Standards
Test Methods of Soils for Highway Engineering (JTG E40-2007).

Earthquake Engineering and Structural Dynamics 29(7), 945–968 (2000) [3] Alaa M.
Engineering Structures 31, 607-616 (2009) [4] Priestley, M.J.N.
Engineering Mechanics, 29(4), 122-127. (2012) [18] Guo J, Xin K.G, He M.H, Hu L.
Journal of Bridge Engineering, 12(5), 600-610 (2007) [25] Ou Y.
Journal of Structural Engineering, 133(11), 1648-1661 (2007)

Study of rock mechanics in deep mining engineering[J].
Chinese Journal of Rock Mechanics and Engineering，1999，18(2)：180–183.
Chinese Journal of Geotechnical Engineering，2008，30(5)：632–634.
Chinese Journal of Rock Mechanics And Engineering，2007，26(5)：895–899.
Journal of Engineering Geology，2001，9(4)：393–398.

Box 27272, United Arab Emirates 2Department of Industrial Engineering and Engineering Management, College of Engineering, University of Sharjah, Sharjah P.O.
Box 27272, United Arab Emirates 4Chemical and Water Desalination Engineering (CWDE) Program, College of Engineering, University of Sharjah, Sharjah P.O.
Box 27272, United Arab Emirates 5Department of Civil and Environmental Engineering, College of Engineering, University of Sharjah, Sharjah P.O.
Box 27272, United Arab Emirates 6Department of Mechanical and Nuclear Engineering, College of Engineering, University of Sharjah, Sharjah P.O.
Journal of Environmental Chemical Engineering 2021;9(1):104975

C.T., Control performance of liquid column vibration absorbers, Engineering Structures, Vol. 20, 580-586, (1998)
[5] You, J.Y., You, K.P. and Kim, Y.M., Aeroelastic model Test for a Tall Building using Tuned Liquid Column Damper, The 2012 World Congress on Advances in Civil, Environmental, and Materials Research(ACEM’12), Seoul, Korea, August 26-29, pp. 2660-2675, (2012)
D., “Characteristic of liquid column vibration absorbers (LCVA)-Ⅰ”, Engineering Structures, Vol. 19, pp.126-134, (1997)
G., Effectiveness of TLCD on various structural systems, Engineering Structures, Vol. 21, pp.291-305, (1999)
C., Optimal damping ration of TLCDs, Structural Engineering and Mechanics, Vol. 9, pp.227-240, (2000)

Nowadays, fifty percent of the civil large aircraft engine fan cases employ fiber winding enhance containment structure which were first used in type CF6-80C2 engine manufactured by GE company.
Roberts: Journal of Aerospace Engineering Vol. 22 (2009), p. 270 [25] C.
Binienda: Journal of Aerospace Engineering Vol. 25 (2011), p. 383 [28] X.
Littell: Journal of Aerospace Engineering Vol. 22 (2009), p. 310 [29] L.
Dorbala: Journal of Aerospace Engineering Vol. 22 (2009), p. 260 [31] M.

The Correlative Analysis of Testing Results of Dynamic Compaction Gravel Clay Foundation Tongfa Deng 1, a, Zhouming Wu1,b, Yue Gui 2,c, Sihai Luo 1,d 1Jiangxi University of Science & Technology, GanZhou,Jingxi 341000,China 2 College of Civil Engineering, Kunming University of Science and Technology, Kunming,Yunnan, 650051,China adbdtf@163.com, b 414255150@qq.com, c treq2010@163.com,ddrsoil@163.com, Keywords: Dynamic Compaction, Plate Load Test（PLT）, Standard Penetration, Dynamic Penetration, Correlative Analysis Abstract.
Geotechnical Engineering World,2007,10(8):67-68.
(In Chinese) [4] The Standard of the Ministry of Communications .Geologic Investigation Code for Port Engineering(JTJ240-97),1998.
(In Chinese) [6] Editorial Committee of Engineering Geological Manual .
Engineering geological manual (The Fourth Edition) [M]．Beijing：China Architecture & Building Press, 2006.

Modeling of Cellular Automata Marcov Chain for Land Use Change Prediction in Nagan Raya Regency Fachruddin Fachruddin1,a, Sanusi Sanusi2,b*, Andi Yusra1,c, Rivansyah Suhendra2,d, Muhammad Usman3,d, Meylis Safriani1,e 1Department of Civil Engineering, Faculty of Engineering, Teuku Umar University, West Aceh, 23615, Indonesia 2Department of Information Technology, Faculty of Engineering, Teuku Umar University, West Aceh, 23615, Indonesia 3Department of Informatics Management, Polytechnic of Sambas State, West Kalimantan, 79463, Indonesia afachruddin@utu.ac.id, bsanusi@utu.ac.id*, candiyusra@utu.ac.id, drivansyahsuhendra@utu.ac.id, eusman.mtaib@gmail.com, and fmeylissafriani@utu.ac.id Keywords: Cellular Automata, Geographic Information System, Land Change Modeling, Marcov Chain, Nagan Raya Regency.
Acknowledgment Thanks to the leadership of the Faculty of Engineering, Teuku Umar University who has provided support for this research and thanks to the Civil Engineering Department, Teuku Umar University who has permitted the use of the laboratory for processing data for this research.
Balla, “Geospatial analysis of land use land cover change predictive modeling at Phewa Lake watershed of Nepal,” International Journal of Current Engineering and Technology, vol. 4, no. 4, pp. 2617–2627, 2014
Adl, “Predicting Urban Land Use Changes Using a CA-Markov Model,” Arabian Journal for Science and Engineering, vol. 39, no. 7, pp. 5565–5573, Jul. 2014, doi: 10.1007/S13369-014-1119-2/METRICS