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The measuring equipment and methods for foundation holes have mature application in the industry and civil building sector, which are mainly divided into two categories, contact and non-contact measurements.
As for inspection of foundation holes in industry and civil building sector, different methods will be used under different environmental conditions.
The heavy excavation, digging excavation, cast-in-place pile foundation, disk pile foundation and the like in the industry and civil building sector are all applied in a similar way in the industry and civil building sector, and corresponding inspection equipment or methods are adopted.
The inspection methods of drilling holes in power transmission line foundations shall be proposed by drawing lessons from experience in the industry and civil building sector (contact and non-contact).
Development and Engineering Application of Drilling Machine for Excavated Foundation [J].

Analysis of Parameters Influence on Structure of Continuous Curved Bridge Xiang GU1,a, Shang-ying XIE1,b,Shao-min JIA1,c 1School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China aguxiang_x@163.com, bjdtm@jdtm.com.cn, cjiashaomin1@163.com Keywords: curved bridge;long span;small radius;finite element;steel box girder;parameter Abstract.
In the modern urban bridge projects,especially the urban interchange projects and the urban viaduct projects,the long-span curved bridge with the small radius is often inevitably used,considering the transportation under bridges,pipelines and aesthetic factors.This kind of long-span curved bridge with small radius was adopted on the south of Second Ring Road in Chendu of the project of “Two Expressways,Two Extended Roads,Two Ring Roads”.The influence,which the change of the parameters on the structure had,was analyzed by using the finite element software of Midas Civil 2010.Then,the parameter which had greatest impact on the inner force of the structure was found.The girder depth is the key parameter in design.
Fig.1 Horizontal plane of the bridge Fig.2 The section of the girder The Finite Element Model In general,the correctness of the establishment of the finite element model affect the error of the results directly.In the whole bridge structure calculation and analysis of modeling process,the following principles should be considered. 1) The requirement of structure shape change 2) The requirement of material characteristic change 3) The requirement of unit which link others characteristic change 4) The requirement of modeling the dead or live load 5) The requirement of the problem solving accuracy 6) The requirement of the convergence of solution (1)Based on the six requirements above,the finite element model was established by the finite element software of Midas Civil 2010.The boundaries were simulated accurately by adjusting direction of the local coordinates of nodes.Fig.3 shows the finite element model.
According to the most unfavorable load combination which was generated by Midas Civil 2010,it was adopted,which is “dead load+live load+support settlement+heating system+positive temperature gradient”.Table 1 shows the change of the parameters.

P.YI1, d and H.WU 1 1 School of Civil & Architectural Engineering, Guangxi University, Nanning, 530004, China 2 School of Civil & Environmental Engineering, Nanyang Technological University, Singapore a x.g.zhang_chn@163.com, bcgwma@ntu.edu.sg, ccyktor@ntu.edu.sg, dynp0771@163.com Keywords: Stabilized Soil; Liquid Stabilizer; Reinforcing Agent; Mini -structure of Soil.
The stabilized soil is a reinforcement material being applied extensively to civil engineering and hydraulic engineering.
For Engineering projects, improving of stabilized soil engineering properties comes mainly form changing mini-structure, impact of mini-structure can upped to 80% around for strengthening soil mechanical properties.
Morris, P.E., Soil engineering: testing, design, and remediation, Boca Raton London New York Washington, D.C.CRC Press

Civil & Environmental Engineering, Sungkyunkwan University, Suwon 440746, Korea asoul560@naver.com, bmagickicker@nate.com, ctolck81@gmail.com, *,dshparkpc@gmail.com (corresponding author) Keywords: Augmented Reality, Structure health monitoring, Data visualization, Sensor location recognition Abstract.
In recent years, numerous mega-sized and complex civil infrastructures are being constructed all over the world.
Introduction In recent years, numerous mega-sized and complex civil infrastructures have been constructed all over the world.
Civil infrastructures are spent on the initial construction and maintenance investment.
R., Worden, K.: An introduction to structural health monitoring, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, Vol. 365 (2007), No. 1851, pp. 303-315 [2] Kulpragha, N., Wamitchai, P.: Structural health monitoring of continuous prestressed concrete bridges using ambient thermal responses, Engineering Structures, Vol.40 (2012), pp. 20-38

Effection of Relevant Parameters of Infilled Frame Wall on its Structural Iateral Stiffness Shimei Liu1,a , Dongsheng Huang2,b 1 Department of Architecture and Civil Engineering, Zhejiang College of Construction, Hangzhou, Zhejiang , 311231,China, 2 Department of Civil Engineering, Nanjing Forestry University, Nanjing, Jiangsu, 210037 ,China, a shimeiliu126@126.com, b hds.phd@163.com Keywords: Infilled frame; Lateral stiffness, Moment of inertia; The width to height ratio; Parameters Abstract: Statical analysis of infilled frame structure was conducted on 3D finite element models by means of software ANSYS10.0.
For a long time, Filling Wall is widely used in multi-storey buildings and Civil Construction Structures, for its flexible architecture flats and large interior space, etc.
However, because of the imperfection in analysis methods and the defects in model, pure- framework design is used in civil architectures, and the weight of filling wall is calculated by converting to the Line Load on the beam.
Engineering Structures, Vol.28(2006),p.495-502
[5] Mohammad Aliaari and Ali M.Memari: Analysis of Masonry Infilled Stell Frames with Seismic Isolaro Subframes [J].Engineering Structures, 2006,27:485-500.

The Comparative Study of the Evaluation Method Calculating Aircraft Emission around the Airport Damin Liang1, a, Xunlai Tu 2,b and Huiling Cao 3,c 1,2,3, College of Aeronautical Engineering, Civil Aviation University of China(CAUC), TianJin, China, alrobin2021@163.com, bxltu@cauc.edu.cn, chlcao@cauc.edu.cn Keywords: aircraft emission, evaluation method; airport air quality Abstract.
The scope of civil aviation transportation ranges from ground to upper air, which the impact of emission varies at the vertical geographical altitude.
Introduction Civil aviation transportation plays a substantial role in China’s economic growth in the last decade.
Model based on International Civil Aviation Organization (ICAO) Landing-takeoff operation (LTO), model based on Environmental Protection Agency (EPA), and SAGE model based on Federal Aviation Administration (FAA).
The US FAA has developed the System for assessing Aviation’s Global Emissions (SAGE) [5] used to calculate and predict aircraft emissions to generate inventories of fuel burn and emissions of CO, HC, and NOx for the total commercial civil flights process.

The mining engineer T.
Intellekt zdanij: formula [Intelligence of buildings: formula]. // Promishlennoye i grazhdanskoye stroitelstvo [Civil Engineering]. – 2012. – № 3. – рр. 54–57
Avtomatizatsiya proektirovaniya proizvodstva remontnykh rabot zdaniy i inzhenernoy infrastruktury [Computer–Aided Design of Repairs of Buildings and the Engineering Infrastructure]. // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012. – №. 9. – рр. 234-240
Matematicheskoe modelirovanie protsessov avtomatizatsii proektirovaniya inzhenernih sistem zdaniy i sooruzheniy [Mathematical simulation of processes of design automation of engineering systems of buildings and constructions] // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011. – №. 5. – рр. 335-339
Soft computing models homeostat of buildings // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. - 2010. - № 2. - рр. 279-282.

The conference is organized by the Odessa State Academy of Civil Engineering and Architecture (Ukraine, Odessa).
Balduk P.H. – conference secretary, PhD, Professor of Department of Structural mechanics of Odesa State Academy of Civil Engineering and Architecture, pavel9baldook@gmail.com.
Sc., Professor of Odesa State Academy of Civil Engineering and Architecture, concrete_ogasa@mail.ru Vaisfeld N.D. – Chairman of Department of Mathematical Physics Methods of I.I.
Sc., Professor, mdttde@onu.edu.ua Kovrov A.V. – Chairman of the Conference Organizing Committee, Rector of Odesa State Academy of Civil Engineering and Architecture, PhD, Professor, rector@ogasa.org.ua.
Mechnikov ONU, PhD, Professor, imem@onu.edu.ua Krutii Y.S. – vice-rector of Odesa State Academy of Civil Engineering and Architecture, Dr.

Influence of Damage of Suspenders on Static Performances of Steel-box Stacked Arch Bridge Kun Zhang 1, a, Junqing Lei 1 and Shanshan Cao 1 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China akunkun0202@163.com Keywords: bridge engineering, suspender damage, steel-box stacked arch bridge, static performance Abstract.
In this thesis, taken Xinkai River Bridge of Harbin-Dalian high-speed railway as a case study, which is the first long-span steel-box stacked arch bridge for high-speed railway in China, a finite element model is established by using the MIDAS/Civil software.
The spatial finite element model of Xinkai River Bridge is established by using software Midas/Civil, and the serial number of suspenders is shown in Fig.1 (b).

And then, the essay analyzes its characteristics such as paying close attention, perfecting mechanism, integrated management, disposing in time, classifying, using modern techniques, civil-military integration, etc.
Implementing the Equipment Remanufacturing Engineering The US attaches great importance to the remanufacturing of the equipment for saving limited military spending.
Civil-Military Integration and Broadening Channels In order to seek the biggest military and economic benefits on retired or scrap equipment disposal, the contractor become the main assistant for U.S.
Exploring New Management Mechanism for Retired and Scrap, Carrying On the Civil-Military Integration Development The guarantee of mechanism is the fundamental guarantee.
During the disposal of retired or scrap equipment, exploring the management mechanism and carrying on the civil-military integration development will be needed.