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So it can't be used in transportation, navigation and civil aviation.
Because of its self checking capability and good performance under low visibility, it is adequate for the civil aviation.
International organization has applied it in transportation, navigation, civil aviation and military meteorological fields.
Opto-Electronic Engineering, 2011.02 [4] Li H., Sun X.J.: Theoretical Analysis on Measurement Error of Forward Scattering Visibility Meter.
Infrared and Laser Engineering, 2009.06 [5] Han W.B., Ma L., Yuan S.J., Chen A.R., Liu J.X.: Probability Analysis of Bridge Deck SideWind-induced Vehicle Accidents Based on Joint Distribution of Wind Speed and Wind Direction.

Effect of Thermal Stimulation of Superplasticizer on Basic Properties of Mortar Masato Saito1,a, Mizuki Takigawa2,b, Hiromitsu Koyama3,c, Yoshiki Uno4,d and Shigeyuki Date5,e,* 1Department of Architecture and Civil Engineering, Graduate School of Science and Technology, Tokai University, Hiratsuka, Kanagawa, Japan 2Department of Civil Engineering, Course of Science and Technology, Graduate School of Science and Technology, Tokai University, Hiratsuka, Kanagawa, Japan 3Sato kogyo Co.
,Ltd., Department of Civil Engineering, Atsugi, Kanagawa, Japan 4Sato kogyo Co.
,Ltd., Department of Civil Engineering, Atsugi, Kanagawa, Japan 5Department of Civil Engineering, Tokai University, Hiratsuka, Kanagawa, Japan a1cckm014@cc.u-tokai.ac.jp, b0ctad010@mail.u-tokai.ac.jp, ch.koyama@satokogyo.co.jp, duno@satokogyo.co.jp, esdat@tokai-u.jp Keywords: Thermal stimulation, Binders, flowability, Harden performance Abstract.
Taketo: Dispersing Effect of Polycarboxylate-Based Superplasticizers for Binder Particles, Proceedings of the Japan Concrete Institute, Vol.20, No.2, (1998), pp.85-90 (in Japanese) [6] Japan Society of Civil Engineers: Standard Specifications for Concrete, Established in 2012 [7] I.
：Effect of Thermal Stimulation on Various Characteristics of Superplasticizer, International Journal of Engineering and Technology, Vol.11, No.4, (2019), pp.262-266 [12] M.

The Mechanical Behavior Of Reactive Powder Concrete With Different Steel Fiber Volume Contents Xiaofei Wang, Licheng Wu, Yangping Wang (Beijing Jiaotong University, School of Civil Engineering, Beijing 100044) wxf.225@163.com, 1070948379@qq.com, 121392147@qq.com Keywords: Reactive Powder Concrete, Steel Fiber, Compressive Strength, Bending Strength, Tensile Splitting Strength.
The tensile splitting test and bending test were finished in Civil Engineering Laboratory of School of Civil Engineering, Beijing Jiaotong University.
The uniaxial compression test has been done in Building Materials Laboratory of Water Conservancy and Civil Engineering College, Inner Mongolia Agricultural University.
RPC compressive strength to steel fiber volume content curve as below: Fig 1: Compression Strength of RPC with Fig 2 : Flexural Strength of Reactive powder concrete with different steel fiber contents different Steel Fiber contents 3.2 Bending strength We often use the compressive strength to describe the concrete that used in civil engineering structures good or not.
We often use the tensile splitting behavior to describe the tensile strength of concrete in engineering.

This board will be composed primarily of Architects, Civil Engineers, Electrical and Mechanical; Diretoria de Engenharia Civil The division is responsible for preparing budgets and budgets bid conference.
This board will be composed primarily of Civil Engineers; Of Electrical Engineering and Telecommunications Division The division is responsible for preparing budgets, as well as the conference bid estimates.
This board is mainly composed of Doctors, Engineers Safety, Environmental Biologists and Engineers; Maintenance Division The division of purchasing materials responsible for the supply of all maintenance required to regarding the necessary immediate repairs and any emergencies, as well as technical documentation for referral to bidding materials.
This board will be composed primarily of Architects, Civil Engineers, Electrical and Mechanical; Enforcement Division and Budget Control Responsible for drafting public notices and public works contracts, as well as payments of measurements of works released by the inspectors.
Estudo No. 56 – Estudo Setorial da Construção Civil 2011.

Started from 1995, the Structural Analysis of Historic Construction conference has established itself as the leading global scientific conference on structural analysis of historic constructions, continuing with increasing success all over the world, i.e. in Barcelona (1995 and 1998), Guimaraes (2001), Padova (2004), New Delhi (2006) and the UK (2008), in an effort to enhance the technology improvement and provide a platform for sharing experience amongst the researchers and practicing engineers from different countries.
The upcoming conference will be organized and delivered by the Department of Building Engineering of Tongji University and China Civil Engineering Society at October 6-8 2010, Shanghai China.
This conference is co-organized by Shanghai Research Institute of Building Sciences and is sponsored by the National Key Technology R&D Program of China (Grant No. 2006BAJ03A07), the National "211" Plan of China, the National Natural Science Foundation of China and the Kwang-Hua Fund for College of Civil Engineering, Tongji University.
It is the hope of the organizing committee that this conference will stimulate scientists and practitioners in further development of theories and technologies and will fruitfully help them in their research and engineering practices of conservation of historic constructions, now and tomorrow.

Study on Nonlinear Structural Behaviors of Steel and Concrete Composite Slab Shuo Xu1, a, Tianyu Xiang2,b 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China 2School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China axsswjtu@163.com, b575834784@qq.com Keywords: Composite slab, Perfobond rib, Nonlinear finite element analysis Abstract.
Nie: China Civil Engineering Journal, Vol. 42 (2009), p. 135 (In Chinese)
Zhao: Advances in Engineering Software, Vol. 36 (2005), p. 681
Zhao: Engineering Mechanics, Vol. 23 (2006), p. 33 (In Chinese)
Xie: China Civil Engineering Journal, Vol. 45 (2012), p. 141 (In Chinese).

Journal of civil engineering information technology, 2012(3): 47-51
Civil engineering building information technology, 2010(3): 67-68
Journal of Jilin engineering and technology Teachers Institute, 2011(1): 89-90
Application of the green building design based on the parametric technology [D] Beijing: Beijing Institute of Civil Engineering and Architecture, 2011: 3-15
Fourth national engineering design computer applications academic conference, 2012(1): 1201-1207

Lo2, c, Shouping Shang3, d, Haidong Wang3, e and Fangyuan Zhou4, f 1College of Civil Engineering and Architecture, Central South University, China 2Department of Civil Engineering, University of Hong Kong, China 3College of Civil Engineering, Hunan University, China 4Department of Civil Engineering, Nagoya University, Japan abbbear2002@gmail.com, btsanghh@hku.hk, chreclsh@hkucc.hku.hk, dsps@hnu.cn, ewhdwang@163.com, fzhoufangyuan630@163.com Keywords: Geotechnical Seismic Isolation (GSI) System; Rubber-Sand Mixture (RSM); Experimental Study Abstract.
In the past few decades, numerous anti-seismic techniques, e.g. seismic isolation devices, fluid dampers, tuned mass dampers (TMDs), are proposed by academic researchers and structural/geotechnical engineers aiming at providing better structural safety solutions.
Such isolation methods are becoming increasingly mature due to the widespread applications in engineering practice.
The potential of the engineering application of GSI system would be promising in the less developed (rural) areas.
Tsang, in: Earthquake Engineering: New Research.

Oluremi2,3,f* 1Department of Civil and Environmental Engineering, University of Lagos, Akoka, Lagos State, Nigeria 2Department of Civil Engineering, Ladoke Akintola University of Technology, Ogbomoso, Oyo State, Nigeria 3Department of Civil and Chemical Engineering, College of Science, Engineering and Technology, University of South Africa, Pretoria, South Africa.
Eberemu, Compressibility Characteristics of Compacted Lateritic Soil Treated with Bagasse Ash, Jordan Journal of Civil Engineering, 9(2) (2015) 214 – 228
American Journal of Civil Engineering, 5, (1) (2017) 41-49. doi: 10.11648/j.ajce.20170501.16 [30] B.R.
[57] British Standard Institute, BSI, BS: 1924, Methods of Test for Stabilized Soils for Civil Engineering Practices: BS 1924, BSI: London, UK, (1990)
Journal of Materials in Civil Engineering, 23 (2) (2010) 146–152

The impact of construction activities on vegetation Vaclav Pospichal1,a*, Helmut Kurth1, b 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Prague, Czech Republic apospich@fsv.cvut.cz, bdr.kurth@t-online.de Keywords: sustainable development, ecological requirements, vegetation Abstract.
The environmental effects of civil engineering activities can generally be divided into positive and negative.
Pospichal, Ecological Requirements for Concrete Construction, Applied Mechanics and Materials, Vol. 796, pp. 111-118, 2015 [2] Perez, M.A., Zech, W.C., Donald, W.N., Fang, X., Methodology for evaluating inlet protection practices using large-scale testing techniques, Journal of Hydrologic Engineering, Volume 20, Issue 4, 1 April 2015, Article number 04014049 [3] Klein, P.M., Coffman, R., Establishment and performance of an experimental green roof under extreme climatic conditions, Science of the Total Environment, Volume 512-513, April 05, 2015, Pages 82-93 [4] Bonoli, A., Conte, A., Maglionico, M., Stojkov, I., Green roofs for sustainable water management in urban areas, Environmental Engineering and Management Journal, Volume 12, Issue S11, 2013, Pages 153-156