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Discussion on Quality Assurance under Specification of Decoration Engineering Qian Zhenga and Qing Zhaob Institute of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China a316537730@qq.com, b1623475981@qq.com Keywords: ornamentation; decoration; laws and regulations; hidden troubles; quality assurance Abstract.
Effect of Foundation Engineering on the Decoration.
The main body of the building is the foundation of the decoration engineering, and its quality, construction procedures and technologies, designs and other factors all have influence on decoration engineering.
(a) Non-compliance, excessive error, or hidden trouble of the foundation engineering will inevitably affect the quality of decoration engineering; (b) design and construction of most of the decorations are carried out only after the foundation engineering is completed.
The quality acceptance of building decoration engineering should be strictly in accordance with Code for Construction Quality Acceptance of Building Decoration (GB 50210), Code for Indoor Environmental Pollution Control of Civil Building Engineering (GB 50325) and other related specifications and standard requirements.

The core of engineering education is to train the sense of engineering and the ability of practice and innovation.
The engineering training and practice education is an important part of higher engineering education and the unique way of engineering education in our country.
We divide the practice teaching of engineering training into four levels as engineering cognitive training, engineering practice training, comprehensive training and innovative training, we set “compulsive” and “selective” modules in each level.
And we combine subject character of civil engineering of our college, put building electronic installation and disassembly and maintenance of construction machinery into practice modules of engineering training
Culture of Engineering practice ability of Engineering training teacher Nowadays, Engineering teachers are commonly lack of engineering experience, they solve problems though computers and cannot accomplish real engineering missions according to social needs, therefore they will transmit the character, namely lack of engineering practice ability.[7]Therefore, we must adopt powerful measures to improve the engineering practice ability of them

Dynamic Response of Underground Structure Under Vertical Earthquake Action Chao Sun1,2, a, Qing Wang2,b 1Jilin Institute of Architecture and Civil Engineering, Changchun,Jilin,130118,China 2 College of Construction Engineering, Jilin University, Changchun,Jilin,130026,China a sunchaobox@163.com, b wangqing@jlu.edu.cn Keywords: Vertical earthquake action, Underground structure, Dynamic soil pressure Abstract.
Acknowledgement It is a project supported by the fund for young scientists(J20091031) and foud for Doctor (861030) of Jilin Institute of Architecture and Civil Engineering in China.
References [1] Fishman K L, Mander J B, Richards R, et al:Laboratory study of seismic free-field response of sand[J] Soil Dynamics and Earthquake Engineering, 1995, 14: 33-43
Soil Dynamics and Earthquake Engineering, 2005, 25: 811-825
Proceedings of 1st World Forum of Chinese Scholars in Geotechnical Engineering, August 20-22,2003[C], Tongji University, Shanghai, 456-466.

Pore pressure build-up of silt soft clay under dynamic loading at Zhoushan Islands Qian Shi 1, a, Kui Zhou 2,b and Qiang Li 3,c 1 Department of Civil Engineering, University of Shanghai for science and technology, Shanghai, 200093, P.R.China 2 Department of Civil Engineering, University of Shanghai for science and technology, Shanghai, 200093, P.R.China 3 Department of Civil Engineering, Zhejiang Ocean University, Zhoushan, Zhejiang, 316004, P.R.China ashiqian606@163.com, bzhoukui_SH@yahoo.com.cn, cqiangli001@tom.com Keywords: geotechnical engineering, dynamic tri-axial test, soft clay, consolidation, pore pressure build-up Abstract.
With the development of Zhoushan Islands New Area, the construction engineering and waterway engineering continuously increase.
Lysmer: Journal of Geotechnical Engineering, 1976, 102(GT4): 323-346
Seed: Journal of Geotechnical Engineering, 1979, 105(GT6):739-758
Fei et al. : Chinese Journal of Geotechnical Engineering, 2006, 28(1): 101-105(in Chinese).

Numerical Solution of Axisymmetric Problem for an Elastic Footing Jia Zhang,1, a, Xingmin Hou,1,b and Lixiang Wu 1,c 1 Department of Civil Engineering, Yantai University, Yantai, Shandong 264005, China azhangjia.lily0535@yahoo.com.cn, b houxm@ytu.edu.cn, c tumuwulixiang@126.com Keywords: elastic footing; finite difference method; Hankel transform; Boussinesq’s Equation; numerical solution.
Introduction Axisymmetric elastic footing problem is a common problem in engineering practice, and it is widely applied in road engineering, underground engineering and footing engineering.
China Civil Engineering Journal, Vol.15 (1982), p. 65 [4] Zhong Yang, Wang Zheren, Guo Dazhi.
Transfer matrix method of solving multilayered axisymmetrical elastic half space problems(In Chinese).China Civil Engineering Journal, Vol.25 (1992), p. 37 [5] Yan Renjue, Wang Yisun, Han Qingyu.
Shanghai: School of civil engineering, Tongji University (2008).

Discussion on influence engineering project quality six factors and Its Countermeasures Yonghong Zhang 1, a , Lijun Tang2,b, Ning Wang3,c 1Dept of Civil Engineering, Huaihai Institute of Technology, Lianyungang 222005, China 2N0. 2 Engineering Company LTD.of CCCC First Harbor Engineering Company LTD., Qingdao 266071, China 3N0. 4 Engineering Company LTD.of CCCC First Harbor Engineering Company LTD., Tianjin 300456, China a13505138814@126.com, bqdltlj@126.com, cwangning_0402@126.com Keywords: Management; supervision; design; construction; cost; responsibility; engineering quality Abstract.
Loose management influence on engineering quality The control of project quality mainly depends on the management, in order to build engineering, especially the owner, must first overcome the inadequacy in management, give full play to their leading role.
Long construction influence on engineering quality Engineering work on and off or give up halfway, the project quality will be greatly reduced, or even have a hidden danger, affect the normal use of the project.
References [1] Liao Qing-xi, Liu Shu-qing, Yang Shi-hai, Study on design quality control program for engineering construction project[J], Quality of Civil Engineering and Construction, 2007（5）: 1-5, In Chinese
[2] Zhao Jianen, Ma Yuxin, The Practice and Exploration of Quality Control in Construction Engineering [J], Journal of Hebei Institute of Architectural Engineering, 2005（2）: 145-147, In Chinese

Research on investment efficiency for capital construction in coal mine Based on Principal Component Analysis Xin Zhao 1, a, Renliang Shan 1,b, Jiaqi Li2, c 1School of Mechanics& civil engineering China University of Mining and Technology (Beijing), 100083, China; 2 School of Management of China University of Mining and technology (Beijing), 100083, China.
Introduction As a large-scale and complicated engineering, capital construction is the essential means of expanding reproduction for coal enterprises.
With the purpose of appraising investment efficiency for coal capital construction, the model in the paper suppose that there are three input indexes and two output indexes affecting construction efficiency, mine construction engineering investment(x1), civil engineering investment(x2), installation engineering investment (x3)and annual average production(y1), production of unit cost (y2), separately.
Bigger positive indexes are better, and smaller for negative indexes, mine construction investment, civil engineering investment and installation engineering investment are negative indexes.
Linear expressions between the two principle components and standardized variables are: (13) (14) In the first principle component, absolute values of coefficientare relatively larger, stating that mine construction, civil engineering and installation engineering have a significant impact on evaluation results.

The Revitalization of The Historic Centre of The Town Slany PEŠKOVÁ Zuzana1, a * 1Faculty of Civil Engineering, CTU in Prague, Thakurova 7/2077, 166 29 Prague 6 – Dejvice, Czech Republic azuzana.peskova@fsv.cvut.cz Keywords: revitalization, historic centre, bridge, Slany, Vinarickeho Street, U Brodu.
The large-scale project was assigned to a team of professionals (teachers and graduates of the Faculty of Civil Engineering of the Czech Technical University in Prague), led by Professor Sykora.
The large-scale project was assigned to a team of professionals (teachers and graduates of the Faculty of Civil Engineering of the Czech Technical University in Prague), led by Professor Sykora.
Thanks to the concerted efforts of architects and civil engineers; a construction that includes both engineering modifications, and historical remarks was implemented, thus the town gained a revitalization of an entirely new dimension.
Professor Jaroslav Sykora put together a project team from graduates from the Faculty of Civil Engineering CTU in Prague.

Compressive Behavior of Concrete Confined by Carbon Fiber Composite Jackets [J]．Journal of Materials in Civil Engineering,2000,12(2):139-146
Structural Engineers, 2006, 22(2):50-56.
China Civil Engineering Journal, 2003, 36(2):46-51.In Chinese
Advanced Composites in Civil Engineering-A Critical Overview at the High Interest, Low Usage Stage of Development [C].
Proceedings of the Second International Conference, Quebec, Canada, 1996: 3-15, Canadian Society for Civil Engineering, Montreal, Canada

Osmanov, Reserves of efficiency increase and enlargement of inertia conveyors in the process of concrete mix transportation application field, "Construction – vital activity medium formation": mateterials of XVth International scientific-practical conference, Moscow State University of Civil Engineering, Moscow, (2012) 559-562
Shenderovich, Vibratory movement of low and high workability concrete mixes, Industrial engineering. 6 (1966) 40-43
Osmanov, The analysis of motion asymmetry parameters of the work member of improved inertia conveyor for concrete mix transportation, "Building sector development prospects": mateterials of VIth International scientific-practical conference, Astrakhan Institute of Civil Engineering, Astrakhan. 2 (2012) 3-9
Osmanov, Concrete mix transportation with the help of inertia conveyor with longitudinal asymmetric oscillations of work member, Proceedings of Rostov State University of Civil Engineering. 16 (2012) 142-143
Pogorelov, Study of concrete strength heterogeneity in monolithic structures, Magazine of Civil Engineering. 3 (2012) 12-18.