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Experimental study on strength of rock masses with transfixion joint under uniaxial compression Lei Wang1,2,a, Shuchen Li2,b, Jianxin Han3,c and Zhongyi Zeng 2,d 1 PLA Institute of Engineering Corps, Xuzhou, Jiangsu 221004, China 2 School of Civil & Hydraulic Engineering, Shandong University, Jinan 250061,China 3 School of Mathematic and Quantitative Economics, Shandong University of Finance and Economics, Jinan 250014, China awljdd@foxmail.com, bshuchenli@sdu.edu.cn, cmohan2002@126.com, dfengzhilg@163.com Keywords: post-peak; transfixion joint; uniaxial compression; rock mass strength.
All experiments were performed at TAW-2000 microcomputer control high stiffness servo testing machine of the Civil Engineering Laboratories, Shandong University, China (shown in Fig.3).
Chinese Journal of Rock Mechanics and Engineering. 2011, 30(4): 783-789
Engineering Fracture Mechanics, 2002, 69(17): 1853-1871
Chinese Journal of Rock Mechanics and Engineering, 2008, (10): 2118-2123.

Engineering situation The non-navigable spans in the deepwater area of the Bridge adopt a scheme of 110m-span full-pier full-breadth steel box continuous beam bridge, with the length of 14km.
After sectioning, the maximum height of one-time precast pier shafts is near 28m, while the height is 20m at the most of the others sea-crossing civil bridges. ③The piers are segmental prefabricated.
The joints between segments are dry, connected though shear connector and prestressed bar reinforcement, while the sections of pier shafts of the others sea-crossing civil bridges are very small, with joints connection wet.
China Municipal Engineering, 2007(3): 35~37 [3] Guan Quan.
Science Technology and Engineering, 2009(9): 5585~5588 [4] Ai Zongliang.

Research of Fire Resistance of Tunnel Lining Concrete HUBACEK Adam1, a * and ONDRYÁŠOVÁ Veronika 2, b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic ahubacek.a@fce.vutbr.cz, bndryasovaV@study.fce.vutbr.cz Keywords: Concrete, fire resistance, durability – service life, tunnels.
Acknowledgement Theoretical background for the presented results was obtained under financial support within the project FAST-S-15-2714 „Utilisation of high fly ash content concretes for special sections of engineering“.
Journal Civil Engineering [online].
Edition Concrete Civil Engineering [8] Fire design of concrete structures: materials, structures and modelling. 2007.

Introduction As the power sources of civil aviation, railways and other transport equipment, the reliability of large engine is critical.
The technology has been widely used in multi-user communication, speech separation, image processing, biomedical engineering and other fields.
Figure5 is the image of large engine to be tested labeled PW4056, which is widely used in Civil Aviation.
Glasgow, United kingdom: Institute of Electrical and Electronics Engineers Inc
Shanghai, China: Institute of Electrical and Electronics Engineers Inc

Accessibility to Location of Activities in Denpasar City, Bali-Indonesia Putu Alit Suthanaya Civil Engineering Department, Engineering Faculty, Udayana University Jl.
Hendy, Motorcycle in the West Java Province, Indonesia:Its Growth and Characteristics,Civil Engineering Dimension, Vol. 15, No. 1 (2013) 61-70
Civil Engineering Dimension, Vol. 13, No. 1 (2011) 21-28

Introduction Damping applications of civil engineering by SMA requires an alloy satisfies that complete the requirements for a strictly guaranteed application.
Lovey and Patrick Terriault, Damping in Civil Engineering Using SMA.
Terriault, Damping in Civil Engineering using SMA.
Jones, Engineering Materials.

Study on Monitoring Protection of Ecological Landscape Based on Permanent GPS Sites Xin Zheng1, Wei Li2 1School of Art Design, Jilin Architectural and Civil Engineering Institute, 130118, Changchun, China 2School of Architecture and Planning, Jilin Architectural and Civil Engineering Institute, 130118, Changchun, China e-mail: xin_zheng22@163.com Keywords: Landscape pattern;Dynamic analysis; Geographic information system; Seamless integration ; Monitoring system; GPS collector Abstract.
Adhere to the overall change of rural and urban areas Balance development of urban and rural, building a new socialist countryside is currently the important social engineering facing to China.
The design concept of urban public space in cold areas .Journal of jilin institute of civil engineering and architecture,2002 (04):56-58 [3] Yang DeWei.

Research on Aging Mechanism of Modified Asphalt by Gel Permeation Chromatography and Grey Relevant Methods Yan Zhou 1,a, Kai Zhang2,b, Shuan-fa Chen3,c 1Department of Civil Engineering,Tianjin Institute of Urban Construction, Tianjin, 300384, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044,China 3School of Materials Science and Engineering, Chang’an University Xi’an, Shaanxi, 710061, China a zhouyan635@163.com,b 07115278@bjtu.edu.cn,c chensf@chd.edu.cn Key words: modified asphalt; gel permeation chromatography; grey relevant method; aging mechanism Abstract: The aging of modified asphalt includes modifier and asphalt aging.
Journal of Materials in Civil Engineering, 1994, 6(3):376-389

Design Method of Shear Resistance of Hybrid Fiber Reinforced High Performance Concrete Deep Beams Shengbing Liu 1, a, Lihua Xu 2, b, Hailin Lu1, c and Hao Tan 1, d 1School of Environment and Civil Engineering, Wuhan Institute of Technology, Wuhan 430074,China 2School of Civil Engineering, Wuhan University, Wuhan 430072, China aajie2046@sina.com, bXulihua-d@126.com, chail_lu@yangtzeu.edu.cn, dhhao330@aliyun.com Keywords: hybrid fiber; high performance concrete (HPC); deep beam; shear resistance; design method.
Ding: High Performance Concrete and its Applications in Engineering (China Machine Press, Beijing 2007) (In Chinese)
Xu: China Civil Engineering Journal Vol. 46(2013) p. 29(In Chinese)

Experimental Study on Internal RH of BFS Mortars at Early Age JANUARTI Jaya Ekaputri1,2,a*, KOICHI Maekawa3,b, TETSUYA Ishida3,c 1Civil Engineering Department, Faculty of Civil Engineering and Planning, Institut Teknologi Sepuluh Nopember (ITS), Surabaya, Indonesia, 60111 2Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Box 77, Kangar, Perlis, Malaysia 3Department of Civil Engineering, University of Tokyo, 113-8656, 7-3-1, Hongo, Bunkyo-ku, Tokyo, Japan ajanuarti_je@yahoo.com, bmaekawa@concrete.t.u-tokyo.ac.jp, ctetsuya.ishida@civil.t.u-tokyo.ac.jp Keywords: BFS, Mortar, Embedded sensor, Internal RH Abstract.