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In paper the mathematical models from previous research will be confirm with stereophotogrametry method, an optical measuring method that has become a standard method in geodesy, civil engineering and architecture in past few decades.
It will be shown, that photogrametry method is useful method also in mechanical engineering.
For confirm mathematical models we use in our recent research stereo-photogrametry method, an optical measuring method which has become a standard method in geodesy, civil engineering and architecture in past few decades[4].
Stereo-photogrametry Stereo-photogrametry is an optical measuring method, which has become a standard method in geodesy, civil engineering and architecture in past few decades.
Hampel: Photogrammetric Techniques in Civil EngineeringMaterial Testing and Structure Monitoring, Photogrammetric Sensing & Remote Sensing, Vol. 72, No. 1, January(2006).

Application of Ultrasonic Testing in Concrete Filled Steel Tubular Arch Bridge Zhongquan Zou 1, a, XuWang1, b, Zhimei Wang 1,c 1School of Civil Engineering, Hunan University of Science & Technology, Xiangtan, Hunan, China, 411201 azouzhq72@126.com, bwangxu__19880308@126.com (corresponding author), cwzm__19871204@126.com Keywords: CFST arch bridge; ultrasonic testing technique; defect detection Abstract: Concrete Filled Steel Tube(CFST) is widely used in civil engineering structures because of its superior mechanical performance.
[2] China Engineering Construction Standardization Association.

Expected Annual Earthquake Loss Analysis Based-on CMR of Structures Lina Xian1,2, a, Xiaoying Ou3,b 1College of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning 110004, China 2College of Applied Technology, Liaoning Technical University, Fuxin, Liaoning 123000, China 3 Department of Civil Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China alngdxln@163.com, bou_xiaoying@163.com Keywords: Collapse Margin Ratio, Expected Annual Loss, Survival Probability, Incremental Dynamic Analysis, Probability of Collapse Abstract.
Pacific Earthquake Engineering Research Center has proposed performance-based earthquake engineering that uses earthquake loss to quantify specific structure seismic performance [1,2,3].
Earthquake Engineering and Structural Dynamics. 35 (2006) 57-75
Report No.171, Department of Civil and Environmental Engineering, Stanford University, May (2009)
Mander, Tokyo, Japan:10th International Conference on Statistics and Probability in Civil Engineering, 2007:Dj.M.

The Real-time Integrated Information Management System for Building Construction DING Boyang1, a, PAN Xiaodong1, b, TAO Haibing1, c, LIANG Shijun1, d 1 College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China adingboyang@hzcnc.com, bpanxd@126.com, c156688878@qq.com, c88947244@qq.com Keywords: network technology; geographical information technology; office automation; real-time management Abstract.
The relation of engineering data is shown in Fig. 4
Analysis and recheck of engineering udgetary estimate and budget data Transmission and output of engineering udgetary estimate and budget data 3.
Applieations and Issues of GIS as Tool for Civil Engineering Modeling.
Journal of Computing in Civil Engineering, (1999). 3 [2] Xiu Wenqun, Chi Tianhe.

Such situation remarkably lags behind the serious seismic conditions and the world largest construction scale of civil engineering in China.
Large centrifugal shakers are necessary to countries with high-frequency earthquakes, nevertheless, no such facilities have been built in China, which situation sharply lags behind the complicated engineering geotechnical conditions, the rapid engineering construction growth and the serious seismic risks in China.
The components of the large centrifugal shaker system can be divided into four subsystems: shaker machine, centrifuge machine, testing auxiliary system and supporting facilities of civil engineering [4].
[3] Wang Yongzhi, Yuan Xiaoming, Sun Rui: Journal of Earthquake Engineering and Engineering Vibration.
[7] Wang Yongzhi, Yuan Xiaoming, Sun Rui: World Earthquake Engineering.

Investigations of Influence of the Variation of Underground Water Levels to the structural Performance of the Existed Subway Station SONG Wenjie 1, a, DONG Jun1, b *, LIU Dehua 1,c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China asongwenjie@163.com, bjdongcg@bucea.edu.cn, c497524684@qq.com * corresponding author Keywords: underground water levels, underground structures, mechanical models, numerical simulation, displacement and plastic changes Abstract: Based on the engineering background of Beijing unban groundwater levels rebounded, the stress behavior of subway station structure under cases of the groundwater in different water levels from the view of numerical mechanical models is researched in this paper and the working condition of this paper is the actual engineering of the Beijing subway line 10.
According to the cases of civil and foreign [2-4], some underground structure maybe crack, water seepage, floating and structure corrosion when the underground water rise[5].
The Engineering Implications of Rising Groundwater Levels in the Deep Aquifer Beneath London.
Proceedings of the Institution of Civil Engineers, 1990, 88: 1037-1057
Beijing: BGI Engineering Consultants LTD, 2009

The goal of the density measurement was to achieve lighter destiny and therefore lightweight concrete mixtures, as there are many applications for lightweight concrete in construction and civil engineering projects.
“Design of Green Engineered Cementitious Composites for Improved Sustainability,” ACI Materials Journal, Nov-Dec 2008, p. 567 [2] Heyde, M.
“Fresh State Characteristics of Foam Concrete,” Journal of Materials in Civil Engineering, February 2008, pp.111-117 [4] Nambiar, E.
“Shrinkage Behavior of Foam Concrete,” Journal of Materials in Civil Engineering, ASCE, November 2009, pp.631-636 [6] Nazir, M.
“Energy-efficient and sustainable concretes for insulated concrete form construction,” presented at 33rd Annual General Conference of the Canadian Society for Civil Engineering June 2-4, 2005.

Study on Crack Propagation Behavior of Asphalt Concrete under Uniaxial Compression Load by Using CT Tao XIE 1,2,a, Yanjun QIU 2,b, Zezhong JIANG2,c and LAN Bo 3,d 1 College of Civil and Architecture Engineering, Guizhou University, Guiyang 550022, China 2 College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 3 Department of Transportation of Sichuan Province, Chengdu 610041, China a xie_tao96@163.com, bpublicqiu@163.com, c qmrjzz@yahoo.com.cn, d sclb2008@163.com Keywords: asphalt concrete, crack propagation behavior, uniaxial compression, CT Abstract: Various asphalt pavement distresses, such as longitudinal cracking, thermal (transverse) cracking, and reflective cracking, are directly related to the fracture properties of the asphalt materials used in the pavement layers.
In order to reduce the influence on the test results, the loading chamber was made of premium light metal material LY12 instead of heavy metal materials .The specially designed triaxial or uniaxial loading system is the necessary accessory for the CT machine at the State Key Laboratory of Frozen Soil Engineering of China.
The CT test was carried out in the State Key Laboratory of Frozen Soil Engineering from Aug.24 to Sept.10, 2006.The asphalt concrete samples were used to study the crack propagation law under uniaxial compression with CT real-in time scanning test .For each sample there were three cross sections from top to bottom.
Dissertation, Faculty of Civil Engineering, Delft University of Technology, Delft, 1995 [2] Yang Gengshe, Zhang Changqing.
Dissertation, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 2006

Crack Propagation Behavior of Asphalt Concrete Part I: A Study into Influence of Different Materials Tao XIE 1,a , Zezhong JIANG 2,b, Yanjun QIU 2,c and LAN Bo 3,d 1 College of Civil and Architecture Engineering, Guizhou University, Guiyang 550003, China 2 College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 3 Department of Transportation of Sichuan Province, Chengdu 610041, China a xie_tao96@163.com,b qmrjzz@yahoo.com.cn, cpublicqiu@163.com, dsclb2008@163.com Keywords: asphalt concrete, crack propagation behavior, CT, material Abstract: The fracture resistance of asphalt materials significantly influences the service life of asphalt pavements and consequently affects the maintenance and rehabilitation costs of the pavement network.
The specially designed loading system is the necessary accessory for the CT machine at the State Key Laboratory of Frozen Soil Engineering of China.
The CT test was carried out in the State Key Laboratory of Frozen Soil Engineering from Aug.24 to Sept.10, 2006.The asphalt concrete samples were used to study the crack propagation law under uniaxial compression with CT real-in time scanning test.
Dissertation, Faculty of Civil Engineering, Delft University of Technology, Delft, 1995 [3] Yang Gengshe, Zhang Changqing.
Dissertation, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 2006

Petersburg State University of Architecture and Civil Engineering, 2-Krasnoarmejskaja ul. 4, St.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [6] V.
Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [10] A.
Magazine of Civil Engineering. 4 (30) (2012) pp. 25-32
Magazine of Civil Engineering. 3 (2009), pp. 7-10 [12] Luciano Caramel, Longati.