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Conclusion "Excellent Engineers’ Education Cultivation Plan" is a systematic project.
Because of this, we should explore the characteristic cultivating road of the excellent engineers who are engaged in engineering in application-oriented engineering universities that integrates government’ guidance, universities’ implementation, enterprises’ involvement and society’s support, by learning advanced engineering education experience from western developed countries, as well depending on our own condition, institutional environment and historic evolution’s characteristics.
Introduction of Author: Pan Rui (1969-), female, born on Qiqihaer City, Heilongjiang province, Associate Professor, engaged in teaching and research in civil engineering.
Study on Industry-University-Research Combined Education Based on Cultivation of Excellent Engineer in China [J].
Cultivation of "Excellent Engineers” and Government-Industry-University Collaboration[J].

Zhang: Journal of Bridge Engineering, Vol.13 (2008), p.110
Nowak: Journal of Bridge Engineering, Vol.6 (2001), p.489
Chajes: Journal of Bridge Engineering, Vol.9 (2004), p.558
Hindi: Journal of Bridge Engineering, Vol.12 (2007), p.765
Kennedy: Canadian Journal of Civil Engineering,Vol.22 (1995), p.1143.

Application Research of In-situ Axial Compression Method on Brick Masonry Ruqiang Xie 1,a, Jianwei Chen 2,b, Jie Zhang3,c 1,3College of Civil and Environmental Engineering of Anhui Xinhua University, Hefei, Anhui , China 2 Linyi Construction Safety and Engineering Quality Supervision Management Office, Linyi, Shandong, China ahitor@126.com, b182530171@qq.com, ckerstinzhang@163.com Keywords：in-situ axial compression method; masonry between slots; strength conversion coefficient Abstract： The walls of some masonry structure engineering are tested with in-situ axial compression method.
The results can provide a reliable basis for the appraisal of engineering quality.
By the experimental results and engineering practice is showed that the method is both convenient for data collection and reliable in identification of masonry building.
According to Technical standard for site testing of masonry engineering (GB/T50315-2011), type 450 in-situ press machine is adopted to do multi-stage loading test.
Fig.2 Field test device The walls of this engineering adopt MU10 fired common brick and M7.5 mixed mortar.

Research on Serpiginous Bars Connectors of Steel-Concrete Composite Beams Qingning Li1, a, Zhongyu Zhang1,b and Weishan Jiang1,c 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, 710055, Shaanxi Province, P.R.
A new shearing connector-serpiginous bars connectors ,which is used in practical engineering in recent years.
Serpiginous bars connectors boasts strong performance advantages in a unique way, but the lack of specific formula to calculate shear strength for engineering design reference has jeopardized, to a large extent, its engineering applications and development.
Serpiginous bent bars Connectors in Engineering Serpiginous bars connectors have been used in steel-concrete composite bridge of Gaoxiu village in Sanjiang County in Guangxi [4].
Therefore, serpiginous bars connectors have very good prospects in engineering application and should be promoted in construction work.

Scattering of Anti-plane SH-wave by Multiple Cylindrical Cavities in elastic Semi-space Rui Zhang 1, a, Hongliang Li1,b 1College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China a zhangrui97@sohu.com, bleehl@sina.com Keywords: semi-space, cylindrical cavity, SH-wave scattering, dynamic stress concentration factor (DSCF) Abstract.
In natural medium, engineering materials and structures, it can be found that there are cavities everywhere.
Introduction In natural medium, engineering materials and structures, it can be found that there are cavities everywhere.
The problem of scattering of SH wave by multiple cylindrical cavities is one of the important and interesting questions in mechanical engineering for the latest decades.
Solids Vol. 39 (1991), p. 273 [4] J.Tian, U.Gabbert, H.Berger, and X.Y.Su: Computers, Materials and Continua Vol. 1 (2004), p. 327 [5] Li Hongliang and Zhang Cun: Key Engineering Materials Vol. 417-418 (2010), p. 145 [6] Li Hongliang, Li Hong and Yang Yong: Key Engineering Materials Vol. 385-387 (2008), p. 105

You 2 1 Department of Civil Engineering, Hongik University, 72-1 Sangsu-dong, Mapo-gu, Seoul, 121-791, Korea 2 BBM Korea Co., Ltd., Rm. 802 and 803, Woorim e-Biz Center Building, 170-5, Kuro3-dong, Guro-gu, Seoul, 152-847, Korea Keywords: FRP flexural member, Elastic buckling, Elastically restrained plate, Power series solution ABSTRACT In this paper, the buckling behavior of elastically restrained orthotropic web plates is investigated.
By using the results obtained, simplified form of equation is also developed so that the practicing engineers can evaluate the buckling stress of such a plate for the preliminary design of FRP flexural members. 1.
SIMPLIFIED FORM OF EQUATION Simplified form of equation may be extremely useful for practicing engineers who need to evaluate the buckling stress quickly for the preliminary design of FRP structural members.
R01-2002-000-00308-0 from the Basic Research Program of the Korea Science & Engineering Foundation.
Materials in Civil Engineering, ASCE, 5(3) (1993), p.339 2.

Technique Research on Test of Surrounding Rock Releasing Ring in Crushing Roadway Sight Method Sulong Li 1,2, a Tianyu He1,b, Yanqiu Zhang1,c , Xupeng Li1,d, Shande Ye1 1 School of mechanics & civil engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China 2 Shanxi Coal Import & Export Group Co., Ltd., Taiyuan, 030006, China 3List all distinct addresses in the same way alisulong2014@163.com, b191763050@qq.com, c1072326515@qq.com, d917559339@qq.com Keywords: Severe deformation.
Surrounding rock has some engineering characteristics of soft rock, leading to loose circle rock fragment and expand severely.
In the roadway of large loose circle, the surrounding rock shows the soft rock’s engineering characteristics.

Principal Stress and Principal Strain Response in Thin-walled Cylinder Yun Zhua, Xueyou Zhaob Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China azhuyun1008@163.com, bzhaoxueyou2011@163.com Keywords: Principal stress; Principal stain; Principal stain rate Abstract.
Engineering mechanics.
Engineering mechanics.

Impact of rigid pile composite foundation with lateral unloading Jing Ma1, a, Wensheng Chen2,b, Xuefeng Hu 3,c 1Hunan Communication Polytechnic, China 2School of Civil Engineering and Architecture, Changsha University of Science and Technology, China 3Changsha Metro Group Co.
References [1] Meyerhof,G.G..Bearing capacity and settlement of pile foundation.11th Terzaghi lecture,ASCE-Journal of the geotechnical engineering division,1976,102(3):195-228 [2] Meyerhof,G.G.
,Mather,S.K..Utimate pile capacity for eccentric inclined.Journal of geotechnical engineering,ASCE,1983,109(3):408-423 [3] Sastry,V.V.R.N.

Influence of Overlying Soil on Dynamic Response of Underground Structure Chao Sun1,2, a, Qing Wang1,b 1 College of Construction Engineering, Jilin University, Changchun,Jilin,130026,China 2Jilin Institute of Architecture and Civil Engineering, Changchun,Jilin,130118,China a sunchaobox@163.com, b wangqing@jlu.edu.cn Keywords: Underground structure, Dynamic response, Overlying soil Abstract.
Proceedings of 1st World Forum of Chinese Scholars in Geotechnical Engineering, August 20-22,2003[C], Tongji University, Shanghai, 456-466