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Microseismic Monitoring System Establishment and Its Application to Xinzhangzi Coal Mine Dong Duan 1, a, Chun-an Tang 2, b and Xiaojing Feng 3, c 1 College of Mining Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China 2School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China aduandong_2005@126.com, btang_chunan@yahoo.com, cfengxiaojing0507@126.com Keywords: microseismic monitoring; waveform analysis; microseismic distribution characteristics; real-time monitoring Abstract.
The microseismic monitoring technology is still in primary stage in coal mine, so building the microseismic monitoring system has a positive effect on its engineering application in coal mine.
Journal of Mining and Safety Engineering,2006,23(1):30-33(In Chinese) [5] Jiang fu xing.Application of High-Precision Microseismic Monitoring Technology To Water Inrush Monitoring In Coal Mine.
(In Chinese) [8] Li shu lin.Research of Multi-Channel Microseismic Monitoring System and Its Application to Fankou Lead-Zinc Mine[J].Chinese Journal of Rock Mechanics and Engineering, 2005,24(12):2048-2053.
Microseismic Monitoring System Establishment and Its Engineering Applications to Left Bank Slope of Jinping I hydropower Station[J].Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5):916-926.

., Institute of Physics of Materials, Brno, Czech Republic 2 Department of Structural Engineering, Faculty of Engineering Sciences and Architecture, Ghent, University, Technologiepark-Zwijnaarde 904, 9000 Ghent, Belgium 3Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Brno, Czech Republic 4Department of Construction, Faculty of Applied Engineering Sciences, University College Ghent, Schoonmeersstraat 52, BE-9000 Ghent, Belgium aseitl@ipm.cz, bsara.korte@hogent.be, csobek.j@fce.vutbr.cz, dvesely.v1@fce.vutbr.cz Keywords: fracture mechanics, boundary conditions, crack tip fields, stress intensity factor, T-stress.
Seitl: Key Engineering Materials Vols. 525-526 (2012), p. 209 [3] V.
Seitl: Key Engineering Materials Vols. 488-489 (2012), p. 399 [4] L.
Seitl: Key Engineering Materials Vols. 488-489 (2012), p. 533 [5] M.L.
Knésl: Engineering Fracture Mechanics 72 (2008) p. 857 [7] P.

Engineering properties Density.
Journal of sanitary engineering, ASCE, 1968, 94(1): 103-116
Chinese journal of geotechnical engineering, 2000, 22(1): 35-39.
Chinese journal of geotechnical engineering, 2000, 22(5): 622-625.
China civil engineering journal, 2000, 33(3): 92-97.

Hamiltonian Duality Equation on Three-dimensional Problems of Magnetoelectroelastic Solids Xiao-Chuan Li1,a, Jin-Shuang Zhang1,b 1School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang, 110870, P.R.China ali_xiaochuan@tom.com, bzjs1990313@163.com Keywords: Magnetoelectroelastic solid, Hamiltonian system, Symplectic dual method, Variational principle Abstract.
Shen: International Journal of Engineering Science, Vol. 40(2002), p. 1069
Leung: International Journal of Engineering Science, Vol. 42(2004), p. 1255
Ding: International Journal of Engineering Science, Vol. 42(2004), p. 1361
Shen: International Journal of Engineering Science, Vol. 41(2003), p. 85

The book is also an issue of the international journal, Key Engineering Materials.
Ltd China State Construction Ready Mix Co., Ltd China Construction Fourth Engineering Division Corp., Ltd.
Chair of Civil Engineering, UK Prof.
Koichi Maekawa - The University of Tokyo, School of Engineering, JAPAN Prof.
Toyoaki Miyagawa - Kyoto University, Graduate School of Engineering, JAPAN Prof.

Its engineering properties are easily affected by the surrounding environment and climate, expansive soil slope failure occurs at or after the rainfall.
The engineering property of expansive soils does not work without water, so the key method to protection and treatment of expansive soil slope is water.
Expansive soil and railway engineering [M].
Engineering construction in the expansive soil problem[M].
Journal of materials engineering, 2006, (02): 06-11

Some Key Issues And Challenges of Building the Structural Health Monitoring System of Bridges Guangming Xu1,a, Li Chen1,b, Xin Gao1,c 1College of Construction Engineering, Jilin University, China, 130026 axugm12@mails.jlu.edu.cn,bchenli@jlu.edu.cn,ccivileng_2011@163.com Keywords: Bridge Engineering, Structural Health Monitoring, Structural Safety, Cluster Monitoring Abstract: In view of the issue of bridge structure safety, this study pointed out the necessity and urgency to build the bridge safety operational monitoring system.
In order to get the respond of vibration, deflection and strain caused by the loads of cars, winds and so on, engineers installed several sensors on the bridge.
And the Wuhu Yangtz River Bridge is of vital importance to the development of bridge engineering in China.
Journal of Civil Engineering, 2006, 39 (2) : 46-52 (in Chinese) [7] Yongqian Zhao.
Journal of civil engineering , 1993, 26 (3), 40-46 (in Chinese) [15] Zhou-hong Zong.

Study on the method and index of rationality evaluation for energy utilization process Wenzhong Xu 1,a, Yanhua Cheng 1,b 1Civil Engineering, Henan Polytechnic University, Jiaozuo, China axwz@hpu.edu.cn, bchengyanhua1984@126.com Keywords: Rationality for energy utilization process, Evaluation method and index, Exergy analysis, Exergy efficiency.
For the same purpose, we can realize it by using the energy with different form or state in the thermal engineering.
Engineering thermodynamics.Beijing: China architecture &building press, 1999
Beijing institute of civil engineering and architecture journal, 2000, vol. 16 (2): 114-118
Engineering thermodynamics.

Path-independent -Integral Based on Finite Deformation Theory LIU Zongmin1, a, MAO Jize1, b, SONG Haiyan1, c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China a lzm1976@yahoo.com.cn, b maojize@hrbeu.edu.cn, c shyivg@yahoo.com.cn Keywords: path-independent,-integral, finite deformation Abstract.
[2] SONG Haiyan, FAN Tao: Energy Principle in Crack Propagation, Key Engineering Materials, Vols.488-489 (2012), pp: 593
[4] LIU Zongmin, MAO Jize, SONG Haiyan: J-Integral and Its Dual Form Based on Finite Deformation Theory, Key Engineering Materials, Vols.525-526 (2013), pp:313
[8] LIU Zongmin: Quasi-variational principles for large elastic deformation based on base forces, Harbin Engineering University Doctor Degree Dissertation, (2008)

Investigation of the Plane Model of Steel Staggered Truss System Xiaojuan Li1,2, a 1Department of Civil Engineering, Shaoxing University, Shaoxing,Zhejiang,312000,China 2Geotechnical Research Institute, Hohai University, Nanjing,Jiangsu,210098,China axjlmeeting@163.com Keywords: Steel staggered truss, Modal analysis, Pushover analysis, Mechanical characteristics.
Engineering Structures, Vol. 26(2004), p. 117-128
Earthquake Engineering and Structural Dynamics, Vol. 33(2004), p. 903-927
Engineering Structures, Vol. 29(2007), p. 305-316
Earthquake Engineering and Structural Dynamics, Vol. 35(2006), p. 851-866.