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The Development and Application of 3D Monitoring Alarm Warning System in Tunnel Construction Lihua Chen1, a, Fuquan Liao1,b Ming Ye1,c 1 College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, PR China azgfjclh@163.com, bzggxlfq@126.com, c598116905@qq.com Keywords: Tunnel; Underground engineering; 3D visualization; Monitoring system; Safety construction.
Introduction As more and more construction of tunnel engineering, various kinds of geological disasters occur increasingly.
It provides direct reference to engineering construction plans for next step.
It provides visualization analysis platform for the engineering design, optimization of construction process and site monitoring management.
When users click on the "construction schedule query" button, it can fill in actual engineering construction progress automatically.

Slope Anchoring Technology in China: State of the Art Report and its Prospect Yong-gang Cheng1, a 1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, P.R.China aemail: 657514364@qq.com Keywords: Anchoring technology; Theoretical study; Practical utility; Quality controlling Abstract.
China Civil Engineering Journal, 2001, 34(3): 7-12.
China Academic Memoir of Communication Civil in 2006: 1002-1005.
China Civil Engineering Journal, 2007, 40 (6): 49-53.
China Civil Engineering Journal, 2005, 38 (4): 116-119 .

Research on the Design Method of a Scale Model of ECC Reinforced Concrete Precast Shear Wall Structure Yang Jian1, a, Liang Shuting1, b *, Zhu Xiaojun2, c, Wu Dongyue3, d, Wang Guangyun4, e 1School of Civil Engineering, Southeast University, Nanjing 210096, China 2Architectural Design and Research Institute of Southeast University, Nanjing 210096, China 3School of Civil Engineering and Architecture, Jiangsu University of Science and Technology 4Department of Civil Engineering, Qingdao Technological University, Linyi, Shandong 273400, China ayang_jian1027@126.com, bstliang@seu.edu.cn, c496380566@qq.com, ddongyuetaishan86@163.com, e523385129@qq.com Keywords: ECC reinforced concrete precast shear wall, Similarity coefficient, Reinforcement calculation.
Engineered cementitious composite (ECC) is a class of high performance cementitious composites with pseudo strain hardening behavior and excellent crack control.
Masoud, Application of low modulus polymeric fibers in engineered cementitious composites, J.
Li, X-ray computed micro tomography of three-dimensional micro cracks and self-healing in engineered cementitious composites, Smart Mater.

Li2 and Xia Guo 1 1 State Key Laboratory of Coastal and Offshore Engineering; Dalian University of Technology, Dalian 116024; China 2 Huanghuai University; Zhumadian 463000; China a hyde_78@163.com Keywords: CFRP, Partial Deteriorated Strength, Concrete Column, Partial Confinement Abstract.
Fiber reinforced polymer (FRP) composites are becoming more frequently used in civil engineering structures because of their superiors advantages.
The results and observations presented in this paper are useful to practicing engineers where must predict the ultimate loading capacity of the partial deteriorated concrete columns wrapped with CFRP jacket externally.
References: [1] Demers M; Neale, K W, "Confinement of reinforced concrete columns with fibre-reinforced composite sheets - an experimental study," Canadian Journal of Civil Engineering (Canada). vol.

Flexural-Torsional Buckling of Pultruded Fiber-Reinforced Polymer Angle Beams under Eccentric Loading Jaksada Thumrongvut1,a Natthawat Pakwan2 Samaporn Krathumklang3 1,2,3 Innovation and Sustainability in Structural Engineering (ISSE) Research Group Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Nakhon Ratchasima, 30000, THAILAND ajaksada.th@rmuti.ac.th Keywords: Pultruded fiber-reinforced polymer, Angle section, Flexural-torsional buckling, Simply supported, Eccentric loading.
Civil engineering structures made of the pultruded FRP composites have been shown to provide efficient and economical applications in new structural elements, and in the rehabilitation and strengthening of imperfect members [3].
However, in the past three decades, the experimental studies of pultruded FRP profiles in civil engineering have progressed considerably in several countries, especially in United States and Europe.
The authors are grateful to Faculty of Engineering and Architecture, RMUTI for facilities and equipment provided.
Hollaway, Polymer composites in construction: a brief history, Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, 162(3) (2009) 107-118

Glass fibers as engineering materials Zhou Chen1, a, Zhaofeng Chen1, b, Tengzhou Xu1, c, Jinlian Qiu1, d, Jieming Zhou2, e 1College of Material Science and technology, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, P.R.
China acz6327725@163.com, bzhaofeng_chen@163.com, cxutz1@yahoo.com.cn, dqiujinlian1987d@163.com, eadmin@hdfydq.com Keywords: Glass fibers, Engineering materials, Applications.
They have many applications in design engineering and can solve many special problems.
Introduction Glass fibers feature extremely low thermal conductivity, high modulus, high toughness, light weight and non-combustible property, so that they are widely used as engineering materials.
Fiber composite structures have become the most attractive candidate for civil engineering.

., Department of Bioenvironmental Engineering, Chung Yuan Christian University, Chung-Li, Taiwan 2No. 20 0, Chung–Bei Rd., Department of Civil Engineering, Chung Yuan Christian University, Chung-Li, Taiwan ajyhhaw@cycu.edu.tw, bme310196@yahoo.com.tw, ckerena78211@hotmail.com.tw Keywords: Two-phase free surface flows; overfall; LSFEM; dual-step; VOF Abstract.
Rouse, Discharge characteristics of the free overfall, Civil Engineering, ASCE, (1936),257-260
Hydraulic Engineering, ASCE 87 (4), (1961), 911–932
Moayeri, Pattern of potential flow in a free overfall, Journal of the Hydraulics Division , Proceedings of the American Society of Civil Engineers., ASCE 96, (1970), 879
Materials Science and Engineering, doi:10.1088/1757-899x/ , vol 10, no. 1, (2010).

Anadolu University, Eskisehir, Turkey 3 Department of Civil Engineering, Postgraduate, Anadolu University, Eskisehir, Turkey 4 Department of Civil Engineering, Osmangazi University, Eskisehir, Turkey 5 Department of Civil Engineering, Osmangazi University, Eskisehir, Turkey 6 Satellite anf Space Sciences Research Institute, Graduate, Anadolu University, Eskisehir, Turkey a emrepark87@gmail.com, b yguney@anadolu.edu.tr, c kaplanonur@gmail.com, d atopcu@ogu.edu.tr, e yunuso@ogu.edu.tr, f erkekin@gmail.com Key Words: Earthquake, RC Buildings, Building Inventory, Structural Defects.
Engineering Structures 25, pp. 103–114, 2003 [3] http://www.koeri.boun.edu.tr/sismo/mudim/il.asp [4] Ministry of Public Works and Settlement, Specification for structures to be built in disaster areas, Government of Republic of Turkey, 1997 [5] Topçu, A., Reinforced Concrete 2 lecture presentation notes, Eskisehir Osmangazi University, Faculty of Engineering and Architecture, Department of Civil Engineering, Eskisehir, 2010. http://mmf2.ogu.edu.tr/atopcu/index_dosyalar/Betonarme2.htm [6] Yakut, A., Gülkan, P., Bakır, B.S. ve Yılmaz, M.T., Re-examination of damage distribution in Adapazarı: Structural Considerations, Engineering Structures, Vol: 25, Issues 7, Pages 990-1001, 2005 [7] Turkish Standards Institute.

A.3,c and Nurliza J.4,d Institutes for Infrastructure Engineering and Sustainable Management Faculty of Civil Engineering, Universiti Teknologi Mara Shah Alam, Selangor, Malaysia Email: a ruslanridzuan@yahoo.co.uk, b krul_niza@yahoo.com, cfadiil2003@yahoo.co.uk , dnajee_50@yahoo.com Keywords: Morphology, Element diffraction, Polymerization, WPSA, Polymeric mortar.
Therefore, the civil engineers have been challenged to convert this paper sludge, in general, to useful building and construction materials.
IEEE colloquium on Humanities, Science and Engineering Research
Journal of Sustainability and Civil Engineering (JSCE)
International Journal of Civil & Environmental Engineering IJCEE-IJENS vol: 11 no:01

Experimental Study on Hysteretic Behavior of the Concrete Filled Circular CFRP-Steel Tubular (C-CFRP-CFST) Beam-Columns Qing Li Wang 1, a, Yuan Che 2 & 1, b, Yong Bo Shao 3, c and Jun Wu 1, d 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, P R China 2 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, P R China 3 School of Civil Engineering, Yantai University, Yantai, 264005, P R China a ceqlwang@sjzu.edu.cn, b thankyours@sohu.com, c cybshao@ytu.edu.cn, d wuyanpeng20056@163.com Key words: circular CFRP-steel tube; in-filled concrete; beam-columns; hysteretic behavior and experimental study Abstract.
While in engineering practice the structures always subjected to dynamic load, such as earthquake, wind load and so on, therefore it is necessary to conduct relative study.
The test was conducted in the Structural Engineering Laboratory of Shenyang Jianzhu University, P R China.
References [1] Wang Qingli, Zhao Yinghua and Gu Wei: Journal of Shenyang Architecture and Civil Engineering Institute, Vol. 19 (2003), p. 272.
(in Chinese) [6] Xiao Y, He W H and Choi K K: Journal of Structural Engineering, Vol. 131 (2005), p. 488