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Therefore, it can locates and forecasts the concrete cracks and damage more accurate when it is used in various types of civil engineering structural health monitoring [7,8].
[2] Aizawa S, Kakizawa T, Higasino M: Casestudies of smart materials for civil structures.
Structural health monitoring of innovative Canadian civil engineering structures.
Optics and Precision Engineering. 6(2008) 2334-2340
Journal of Vibration Engineering. 20(2007) 381-387

BIM modeling is based on construction engineering, which can be used for the whole life cycle of construction projects, including design, construction, completion acceptance, sales, fire safety and so on(as shown in figure 1).
Engineering software developers at home and abroad have tried this method and achieved great effect.
Information technology in civil engineering and construction, 2012.
Information technology in civil engineering and construction, 2011.
Information technology in civil engineering and construction, 2012.

Study on the Compressibility of the Silt in Hangzhou, China Zhen-ying ZHANG1,a, Da-zhi WU1,b and Cha WANG1,c 1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018, P.R.
The geotechnical engineering parameters of the silt soil are measured in the soil mechanics laboratory.
Some scholars have studied the geotechnical engineering properties of the silt soils.
[4] Cui Xinzhuang: China Civil Engineering Journal, 2012(1), p.154-162
[6] Xiao Junhua, Zhou Shunhua, Weikai: Journal of Zhejiang University (Engineering Science), 2010(10), p.1912-1918

Field test research of pile-plank structure on Zhengzhou-Xi'an high-speed rail Xun Wang1, a, Qian Su1,b and Hong Xiao2,c 1School of civil engineering , The Southwest JiaoTong university, 610031 Chendu China 2School of civil engineering , The Beijing JiaoTong university, 100044 Beijing China awangxun76@swjtu.cn, bsuqian@126.com, cxiaoh@bjtu.edu.cn Keywords: pile-plank structure, field test, high-speed rail, contact stress Abstract.
Therefore, in engineering design, for safety and calculation convenience, when the specific design, supporting role of soil under bearing sheet can be ignored, which means design as that there is vacancy under the bearing sheets.
[2] Yongxing Wei: Journal of rail way engineering society, Vol. 4 (2008), p. 19 , In Chinese
[4] Zhaojun Xue: Journal of rail way engineering society, Vol. 5 (2007), p. 12 , In Chinese
[7] Bin Ma: Subgrade Engineering, Vol. 6 (2006), p. 84 , In Chinese.

MR Damper used in cars, trucks and heavy-lift suspension damping devices in military vehicles in the early days, which has been drawn attention by civil engineers in recent years.
Magneto-rheological fluid damper used in civil engineering structures has the characteristics of a large output force and electrical current rapidly change, so the energy caused by earthquake or wind transforms more into the internal heat of MR damper, its temperature ascends rapidly in a short time, there is still less research on this issue at present.
As civil structure vibration releases large energy, lot of mechanical energy transforms into the heat energy causing damper piston and cylinder body temperature rises.
ASME 2003 International Mechanical Engineering Congress and Exposition (Washington, D.C., USA, November 15-21, 2003).
Process Engineering, Vol. 85 (2004) No 2, pp.20-22

Study on Dynamic Modulus of Waste Plastic Modified Asphalt Mixture Using Waste Plastic Bag Chips Qian Zhang 1, a, Shu Wei Goh2, b, Zhanping You3, c 1School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an China 710055. 2Michigan Technological University, Houghton, Michigan, 49931, USA. 3Michigan Technological University, Houghton, Michigan, 49931, USA.
Bellwevue, Washington: American Society of Civil Engineers (ASCE)
Bellevue, Washington: American Society of Civil Engineers
Andrew, Field Verification of Superpave Dynamic Modulus. 2010, American Society of Civil Engineers: Reston, VA, ETATS-UNIS. p. 10.

Using 2D Digital Image Analysis to Locate Position of Micro Fibers in Cross-Sections of Fiber-Reinforced Concrete TREJBAL Jan1,2, a *, KOPECKÝ Lubomír 1,2, b, FLÁDR Josef1, c, TESÁREK Pavel1, d, NEŽERKA Václav1, e and PROŠEK Zdeněk1, f 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29, Prague, Czech Republic 2 UCEEB, Technical University in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech republic ajan.trejbal@fsv.cvut.cz, blubomir.kopecky@fsv.cvut.cz, cjosef.fladr@fsv.cvut.cz, dtesarek@fsv.cvut.cz, evaclav.nezerka@fsv.cvut.cz, fzdenek.prosek@fsv.cvut.cz Keywords: Fiber reinforced concrete, PET micro fiber, fiber position, digital image.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering CTU in Prague and the Joint Laboratory of Polymer Nanofiber Technologies of the Institute of Physics Academy of Science of the Czech Republic and the Faculty of Civil Engineering CTU in Prague.

Roads Problems on Undermined Areas in the Moravian-Silesian region Denisa CIHLÁŘOVÁ1, a, Tomáš SEIDLER2,b and Miloslav ŘEZÁČ3,c 1,2,3Faculty of Civil Engineering, VSB – Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Rep.
In: World Academy of Science, Engineering and Technology. 
An international Journal of Science, Engineering and Technology, 2011, 0060(2011), s. 501-504. pISSN 2010-376X, eISSN 2010-3778.
Dust Generation Within the Vicinity of Malmberget Mine, Sweden, In: ADVANCES IN CIVIL ENGINEERING, PTS 1-4  Book Series: Applied Mechanics and Materials, Vol. 90-93, p. 752-759   DOI: 10.4028/www.scientific.net/AMM.90-93.752 [6] R.
APPLIED MECHANICS AND CIVIL ENGINEERING II Book Series: Applied Mechanics and Materials.

The Welding Process as a Local Issue with Global Consequences Mohamad Al Ali1,a* 1 Technical University of Košice, Faculty of Civil Engineering, Vysokoškolská 4, Košice, Slovakia a mohamad.alali@tuke.sk Keywords: welding stresses; thermal stresses, welding process; welding effect, plastic strains Abstract.
Selected Scientific Papers – Journal of Civil Engineering.
Selected Scientific Papers – Journal of Civil Engineering.
Procedia Engineering 40/2012. p. 223-228. http://dx.doi.org/10.1016/j.proeng.2012.07.084 [7] M.
Procedia Engineering 40/2012. p. 2-7. http://dx.doi.org/10.1016/j.proeng.2012.07.046

Experimental Study on Quality Control of Moderate-strength Commercial Concrete Jing Sun1, a, Jingshun Yuan1,b , Xiaohong Cong 1,c and Hongbo Liu 1,d 1 Dept of Civil Engineering , Hebei Institute of Architecture and Civil Engineering Zhangjiakou,Hebei,075024, China a kathy2001joy@sohu.com,blrx1958@sohu.com,cgwb.xiao@163.com,dbo-hong@126.com Keywords: Commercial concrete, Quality control, Slump loss, Moderate strength Abstract.
Introduction With the rapid development of city high-rise building, commodity concrete as a form of concrete producing has been widely used in civil construction projects.
About 70 percent of commercial concrete in our country are labeled C25~C40.The concrete of C50~C60 are applied in some important engineering.
In quality control, firstly, the concrete must have good workability: large liquidity, low slump loss, and no water seepage phenomenon; secondly, the concrete must meet durability requirements of the engineering: the strength of hardened concrete can reach the design strength, and thus we can obtain concrete which has stable volume and reinforced structure; finally, production cost can be reduced.
References [1] Jiankui Chen: Commodity concrete on http://info.tgnet.cn [2] Jiankui Chen: Principle and application of concrete admixture (China Planning Press, China 2006), In Chinese [3] Weizu Qing: Structural engineering materials (Tsinghua University press, Beijing 2001), In Chinese