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T-Shape Columns Strengthened with CFRP and Steel Plate Mingjie Zhou1,2,a, Jie Niu2,b, Wenling Tian2,c and Ling Wang2,d 1College of Civil Engineering, Tianjin University, Tianjin 300072, China 2College of Civil Engineering, Hebei University of Technology, Tianjin 300401, China azhoumingjie922@163.com, bnjly00000@163.com, cwltian126@126.com, dWlark@sina.com Keyword: Seismic Behaviors, Experimental Research, T-shape Columns, CFRP, Bonding Steel Plate.
Earthquake Engineering and Engineering Vibration, 1995, 15(4)76-84, “In Chinese”
Retrofit of RC bridge pier with CFRP advanced composites[J].Journal of Structural Engineering, 1999, 125(10): 1094-1099 [6] Sheikh S A, Yau G..
Journal of Wuhan University of Hydraulic and Electric Engineering, 2002, 35(4), “In Chinese”
China civil engineering journal, 2005, 38(8), “In Chinese”

Chitosan and Bentonite as Coagulant in Dissolved Air Flotation Tank Mohd Remy Rozainy Mohd Arif Zainol1,4,a, Hasif Mokhtar2,b, Syafalni Sutan3,c, Khairy Abdul Wahab1,d and Mohd Mustafa Al Bakri Abdullah4,5,e 1School of Civil Engineering, Universiti Sains Malaysia, Penang, 14300 MALAYSIA 2Department of Renewable Energy, University of Manchester, Oxford Rd, Manchester M13 9PL, UNITED KINGDOM 3Civil Engineering Department, Bina Nusantara University, Palmerah, Jakarta 11480, INDONESIA 4Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Acknowledgment This research was carried out with financial support from the School of Civil Engineering, Universiti Sains Malaysia and Short Term Grant (304/PAWAM/60313007).
Colloids and Surfaces A: Physicochemical and Engineering Aspects 147 (1999), p. 359-364 [7] Handbook of Public Water Systems, New York : Van Nostrand Reinhold Coporation (1986) [8] Hassan Mohd Ariffin, Tan Pei Li, Zainura Zainon Noor, Coagulation And Flocculation Treatment Of Wastewater in Textile Industry Using Chitosan, Faculty of Chemical and Natural Resources Engineering, UTM (2008)
Department of Civil and Environmental Engineering, University of Massachusetts, USA (2006)
Seung, Enhanced Coagulation of Bentonite Particles In Water By A Modified Chitosan Biopolymer, Department of Chemical Engineering , Hanbat National University, Korea (2009)

Study on Effects of Ground Deformation based on Foundation Pit Excavation Liu Hai-ming1,a, Cao Jing1,b, and Zhang Wei-feng2,c 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan 650500, China； 2 Yunnan Supervision Institute of Geo-environment, Kunming, Yunnan 650216, China； a haiming0871@163.com, bcjlb117@sina.com, c zhangwf2006@163.com Keywords: Excavation; Foundation pit; Ground deformation; Numerical simulation; FLAC-3D Abstract.
With long construction period, high investment, complicated construction condition and serious disaster of the foundation pit engineering, how to reasonably deal with environmental problems caused by excavation has become a focus for the civil engineering.
Engineering geology and hydrogeology conditions The foundation pit is located at the Panlong district in Kunming.
China Civil Engineering Journal, 2006, 39(5): 117-121.
Geotechnical engineering report of new office building belongs to CPC Yunnan provincial authorities[R]. 2004.

The building of engineering facilities on peaty soils is a complex process, it implies complication of the constructive decisions and as the consequence – cost increase.
Industrial facilities and civil engineering infrastructure are very sensitive to settlement when placed on peat.
Morarescul was the first author who wrote about foundations and grounds of industrial facilities and civil engineering on a peat soils.
The experiment was conducted in an interdepartmental experimental science lab of TSUACE (Tyumen State University of Architecture and Civil Engineering).
Vorontsov The water saturated peat mechanics properties research with taking into account excessive pore pressures, International Journal of Applied Engineering Research, 19 (2017) 8395-8400

Research on the Formulas for Stabilizers of the Dian Lake Peat Soil Jingwei Wang1, a, Wen Pan2, b, Zhuoyin Jiang3,c Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China a304693863@qq.com, b502854199@qq.com, c419171180@qq.com Keywords: Peat soil, soil stabilizers, uniform design Abstract: Peat soil are widely distributed, and because of its special geological reasons, the severity of the problem to determine the Dian Lake region soft foundation and engineering difficulty of processing.
This paper presents the methods through experiments with solidifying materials mixing into peat soils to strive to find a complex solidifying agent meeting the demand of engineering and special to peat soil.
Introduction The characteristic of peat soil with high water content (about 75%~85%), high porosity, organic matter content, strong compression and slow strength, slow consolidation determine the soft foundation in the Dian Lake area and the severity and the arduousness of Engineering Treatment.
Journal of Materials in Civil Engineering,2000,12(4):307-309

Mansor 2, b 1Associate Professor, Faculty of Civil and Environmental Engineering, University of Tun Hussein Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johore, Malaysia 2Research Student, University of Tun Hussein Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johore, Malaysia aadnz7574@gmail.com, bhajarmansor0508@yahoo.com.my Keywords: Direct Simple Shear Test, Direct Shear Test, Stress-strain, Hemic.
Peat is known as an ultimate soft soil in engineering terms because it has low shear strength and compressibility.
This is the reason why the engineer tendency to avoid any construction and building on the soil.
Acknowledgment The author would like to express sincere gratitude to the supervisory team for the encouragement and valuable support and to members of the staff of the Faculty of Civil & Environmental Engineering Department (UTHM), Research and Soft Soils Centre (RECESS), Fundamental Research Grant Scheme: Vot 1224 (FRGS) and Research, Innovation, Commercialization and Consultancy Office (ORICC).
Malaysian Journal of Civi Engineering 19(1) (2007) p. 84-90 [5] I.S.

The Civil Code, Act No. 89/2012 Coll., [3] is used in the private legal relationship, where is stated Ҥ 2593 The employer has the right to control the execution of the work.
The Engineer and the Engineer’s Representatives Currently, the most frequently used business conditions of FIDIC deal with the performance of technical supervision in the form of the Engineer and his assistants.
There is also a separate methodology for the performance and activities of the Engineer issued by the State Fund for Transport Infrastructure [8], which also confirms the main idea of ​​FIDIC, where the Engineer represents the Employer, acts on his behalf.
The Contractor is obliged to submit them to the Employer / the Engineer for approval.
Methodology for the Engineer’s team: provisional version 2018.

An Algorithm to Separate 1090ES ADS-B Signals Fengxun Gong a, Kai Wang b and Yanqiu Ma c College of Electronic and Information Engineering Civil Aviation University of China, Tianjin, China agfxcauc@eyou.com, bwangkai415.ok@163.com, cyqma@cauc.edu.cn Keyword: 1090ES ADS-B, Signals separation, Exten ded projection algorithm, Principle component analysis, Singular value decomposition Abstract.
Introduction In recent years, American and European countries have invested heavily in research of Advanced Surface Movement Guidance and Control System (A-SMGCS) ,which represents the trend of future civil air traffic control.
With the rapid development of Chinese civil aviation, the number of civil aircraft will increase rapidly, which brings about the case that several 1090ES ADS-B signals arrive ground receivers simultaneously.

Taking the 5.12 Earthquake happened in Wen-Chuan of China as an example; Chinese Civil Aviation Administrative Bureau assembled 31 civil aviation helicopters to carry out the rescue mission.
Acknowledgement In this paper, the research was sponsored by the Open Fund of Civil Aviation Flight University of China (Project No.
F2012KF07) and and Youth Fund of Civil Aviation Flight University of China (Project No.
Computer Engineering and Design. 2012, Vol.33, No.3: pp1251-1256

Engenharia Civil da Pontifícia Universidade Católica, Pucminas.
Engenharia Civil da Pontifícia Universidade Católica, Pucminas.
In his paper entitled “Effectiveness of surface coatings in improving concrete durability”, Almusallam classifies concrete protections into five major groups, following a general assessment the author did on the protections being used in civil engineering for aggressive agents.
Materiais de Construção Civil, 4ª ed.