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The Comprehensive Application of High-low Strain Test in Detecting Pile Foundations Zuolong Li 1,a, Haiyan Gao2,b 1College of Transport & Storage and Civil Engineering in China University of Petroleum, Qingdao, 266555, China 2 College of Civil Engineering in Tongji University, Shanghai, 200092, China alizuolong@upc.edu.cn, bgaohaiyanupc@163.com Keywords: Detecting Pile Foundations; High Strain Process; Low Strain Process.
Therefore, detecting pile foundations is very important in the engineering field.
Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, 2001, p. 991

Research on the Time-varying Interaction of Structure and High Assembled Support System Kewei Ding, Jianhua Cui School of Civil Engineering, Anhui University of Architecture, Hefei 230601, China dingkw@aiai.edu.cn Keywords: interaction, time-varying, structure, assembled high formwork support system Abstract.
Introduction In recent years, with a large and complex engineering construction and various the collapse accidents of the formwork support system frequent occurrence, the bearing capacity and safety of the formwork system are more and more concerned by all circles of the society.
E.: Stability of tubular scaffolding, Civil Engineering and Public Works Review, Vol.68(1973),p.991,993,995,997,999,1001 [3] Huang YL.
:Part I: Modeling and experiments, Structural Engineering and Mechanics, Vol.10(1),p.53-66 [4] Huang YL., Kao YG and Rosowsky D.V.: Part II: An analytical model and its closed-form solution, Struc.

A Two-Stage Kalman Estimation Approach for the Identification of Structural Parameters under Unknown Inputs Ying Lei1,a and Yongqiang Jiang2,b 1Civil Engineering Disaster Prevention National Key Laboratory, Tongji University, Shanghai, 20092, China 2 Department of Civil Engineering, Xiamen University, Xiamen, 361005, China aylei@xmu.edu.cn, bjyqkong@gmail.com Key words: System Identification; Structural Damage Detection; Kalman Estimator; Two-Stage; Unknown Inputs Abstract.
Journal of Engineering Mechanics, ASCE, Vol. 1 10, No. 12, 1984, Pages 1757-1770 [3] Erik G.
Kiremidjian, “Monitoring and Evaluating Civil Structures Using Measured Vibration”.
Proceedings of the 12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010, p2595-2604, 2010

The Application of Physical Planning Theory in Objective Management Yan-Qun Tang1,a Zeng wei2,b ¹College of Civil Engineering & Mechanics, Central South University of Forestry & Technology, Changsha 410004, P.
The proposed method has been proved effective through the cases of highway engineering project management.
Therefore, the adoption of physical planning can avoid the usual problems existing in integrated optimization method of engineering quality - period - cost.
The effectiveness of the proposed method has been verified through the cases of highway engineering project management.
European Journal of Operational Research,1996. 88(2): 320-327 [4] Wang Jian, Er-Lie Liu , LuoGang, ,project management in quality - period - cost comprehensive balanced optimization [J], journal of systems engineering,2004.4,19(2)：148-153 [5]Messac,A.,”Physical programming: Effective Optimization for Computational Design”, AIAA Journal,Vol,34,No.1,January 1996,pp.149-158 [6] Hong-Zhong Huang , Zhi-Gang Tian, based on neural network interactive physical planning and the application in mechanical design [J], journal of mechanical engineering, 2002,38(4): 51-57

Borek, Thermo-mechanical treatment of Fe-Mn-(Al, Si) TRIP/TWIP steels, Archives of Civil and Mechanical Engineering 12 (3) (2012) 299-304
Borek, The thermo-mechanical processing of high-manganese austenitic TWIP-type steels, Archives of Civil and Mechanical Engineering 8 (4) (2008) 29-38
Humbert, Analysis of the tensile behavior of a TWIP steel based on the texture and microstructure evolutions, Materials Science and Engineering A 500 (2009) 196-206
Fojt-Dymara, G., The influence of hot-working conditions on a structure of high-manganese steel, Archives of Civil and Mechanical Engineering 9 (3) (2009) 49-58
Grajcar, Hot-working in the g+α region of TRIP-aided microalloyed steel, Archives of Materials Science and Engineering 28 (2007) 743-750.

Study on Tunnel with Subsurface excavation Method in Urban to Damage Assessment of Underground Pipelines and Protection Decision-Making Changfeng Yuan1,a,Guangming Yu 1,b ,Xuchun Wang 1, Yuezhen Zhang1, and Xiaoming Guan1 1 Civil Engineering Department, Qingdao Technological University, Qingdao 266033, China ayuanchangfeng70@126.com, byu-guangming@263.net Keywords: GIS,underground construction,underground pipelines,damage assessment,protection decision-making Abstract.
Journal of Geotechnical Engineering , 1998 ,20(1): 112-113
An Early-Warning Study on Underground Engineering Excavation Coordinated with Ground Environment[J].
[5] Geotechnical engineering investigation report in Jinshui Road & Jingsi Road paveway in Zhengzhou[R].
Zhenghzhou: Ministry of Chemical Industry, Zhengzhou Geological Engineering Investigation Institute, 2007

Simplified Design Method of Debris Arch Detention Dams Structure and Its Application in Highway Zhong Li1,a, Yanpeng Zhu1 and Xiaori Song1 1School of Civil Engineering,LanZhou University of Technology,LanZhou, 730050, China ae-mail: lizhong@lut.cn Key words: Arch dams.
For the arch dam design has developed very maturely in hydropower engineering field[2], but as to the anti-debris landside dam, the size and load is special[3].
The engineering application.
What’s more, the design programs which abide by the above method give a parametric analysis and calculating of arch’s shape design, give the reference tables for dam design and it’s convenient for engineering applications.
Franz Perner,Pius Obernhuber.Analysis of arch dam deformations Frontiers of Architecture and Civil Engineering in China Volume 4, Number 1, 102-108, DOI: 10.1007/s11709-010-0012-7

Numerical simulation of advanced small pipe in tunnels during excavation by steps Changyu Jin1,a, Zifeng Xia1,b, Chunfu Xiang2,c, Longbin Dong1,d, Panpan Zhao1,e, and Dong Liu1,f 1College of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China 2Traffic and Transportation School, Dalian Jiaotong University, Da Lian116028, China ajinchangyu@mail.neu.edu.cn, bxzf.1216@163.com, c352262254@qq.com, d974759009@qq.com, e283111878@qq.com, f1909526468@qq.com Key words: tunneling engineering; excavation by steps; small pipe grouting; numerical simulation Abstract: Advanced small pipe support is one of the advanced support patterns in tunnel engineering construction for weak and fractured surrounding rock.
The general of bored shallow underground engineering[M].
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(6): 1026–1027.
Chinese Journal of Rock Mechanics and Engineering, 2002, 21(4): 466–470.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 144–152.

Preface It is our pleasure to welcome you to the 2014 International Conference on Energy Research and Power Engineering (ERPE'14) in Dalian, China.
ERPE'14 is the first conference dedicated to issues related to Advanced Materials Science, Chemical Engineering and Technologies, Power System and Energy Engineering, Its Applications, Environmental Engineering and Resource Development, Industrial, Mechanical and Manufacturing Engineering, Mechatronics, Automation and Control, Computation Methods and Algorithms for Modeling, Simulation and Optimization, Data Mining and Data Processing, Measurement and Instrumentation, Monitoring, Testing, Detection and Identification Technologies, Power and Electric Research, Electronics and Microelectronics, Embedded and Integrated Systems, Communication, Signal and Image Processing, Information Technologies, WEB and Networks Engineering, Information Security and Software Application, Construction Materials, Architecture Science and Civil Engineering, Modern Tendency in Area of Management, Logistics, Economics, Education, Traffic and Urban Engineering.
A major goal and feature of it is to bring academic scientists, engineers, industry researchers together to exchange and share their experiences and research results, and discuss the practical challenges encountered and the solutions adopted.

AN ENGINEERING MECHANICS BASED APPROACH TO PREDICT SAFETY OF RC COLUMNS UNDER HIGH TEMPERATURES By Y.
Yao1 1Professor, School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an, PR China, 710072; yaoy@nwpu.edu.cn Keywords: column; high temperature; reinforced concrete; shear bond.
Clearly, a more scientific approach based on an understanding of the fundamental behavior of columns in fire is timely and will be useful to structural engineers.
[4] Yao Y., Tan K.H., Tang C.Y. (2008), “Effect of Shear Bond in Rankine Method for Fire Resistance of RC Columns”, Engineering Structures, 30(12): 3595-3602, 2008.