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Experimental Materials.
Acknowledgements The authors gratefully acknowledge the financial support for this study by National natural science foundation of china (No.51264001) and Natural science foundation of Guangxi (No.2013GXNSFBA019254).
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Acknowledgements This project is supported by National Natural Science Foundation of China (No50475158) and Provincial Natural Science Foundation of Shanxi (No20041056).
Liu: Journal of Mechanical Transmission, Vol.26 (2002) No.2, pp.67-70.
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Stabality Analysis of Deep Roadway Based on Coupled Thermo-Hydro-Mechanical Behaviors Qifeng Guo1,2,a, Fenhua Ren1,2,b and Zhaocai Zhang1,2,c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China 2Key Laboratory of High-Efficient Mining and Safety of Metal Mines, Ministry of Education, University of Science and Technology Beijing, Beijing 100083, China aqifeng_024@163.com, brenfh2001@sina.com, czhangyicando@163.com Keywords: stress field, seepage field, temperature field, three fields coupled, stability analysis Abstract.
The mechanical constitutive relation of mall deformation elastic material like rock is: (6) in which, &: total stress & total strain; K&G: bulk modulus & shear modulus; : linear coefficient of thermal expansion; : Biot coefficient; : Kronecker sign.
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Study on Damage Identification of Simply Supported-Beam Based on Modal Strain Energy Method Yongqiang Gu1, a, Chunfeng Mao2,b 1Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China 2Architecture and Civil Engineering School, Inner Mongolia University of Science and technology, Baotou, 014010, China aEmail:guyongqiangbaotou@aliyun.com.cn, bEmail:maochunfeng_chao@163.com Keywords: Bridge; Damage identification; Modal strain energy Abstract.In present study, ANSYS finite element method was utilized to analyze the modal of simply supported beam and then the study on damage identification was performed based on modal strain energy method.
Modal strain energy is a good way and a function of the stiffness and vibration mode.when the damage of certain parts of the structure occurs, it will cause changes in the mechanical properties of materials, showing the loss of local stiffness of the structure , so the damaged area of the modal strain energy will change [4].
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(in Chinese) [4] Song Guquan, Li Yongzhong, Chun Zhang.The Reference State Unit Modal Strain Energy Damage Identification to Structural Damage [J].Journal of Nanchang University (Engineering & Technology) .2010 (6): 150 -153.

With multiple sensor network real-time monitoring debris flow, it can not only provide high precision analysis of data, still can save a lot of human resources and material resources.
The dielectric constant measurement of soil water at present includes Time Domain Reflectometry (TDR) and Frequency Domain Reflectometry (FDR).The soil is the dielectric between polar and ionic dielectric, Physical model of the dielectric material is usually equivalent to the RC parallel circuit[4].
Zigbee Wireless Communication Technique and Its Application Research [J].Journal of East China University of Science and Technology,2006,(7)
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Observational study on debris flow in Jiangjia gully Yunnan [M].BeiJing:Science Press,1990..

Time-dependent strength degradation of granite, International Journal of Rock Mechanics & Mining Science. 46 (2009) 1103-1114
Jiang, Triaxial mechanical creep behavior of sandstone, Mining Science and Technology. 20 (2010) 0339-0349
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Materials and Methods Experiment used Water.
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Calculation models The model of conventional seismic building is 9 layers reinforced concrete frame structure, the height is 32.4m, the material is C30 concrete, and the beam-column layout as figure1.
Reinforced concrete beams and columns are equivalent to homogeneous rod units, the floor is equivalent to shell element, the material characteristics mainly on the characteristics of concrete.
Acknowledgment This work was supported by the National Natural Science Foundation of China(51108428), Beijing Nova Program (Z121106002512059)，and research grant from Institute of Geophysics, China Earthquake Administration（DQJB12B28） Reference [1]LI Shuang, XIE Li-li.
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Journal of Basic Science and Engineering, 2014,22(1):1-13.

Acknowledgements We are grateful for the financial support by National Natural Science Foundation of China(Grant NO.11274092,11304026and NO.11274091)and Natural Science Foundation of Jiangsu Province (Grant NO.BK20130238),This work also is supported by the Changzhou Science and Technology Support Projects, Changzhou, China(Grant NO.CJ20130008,CE20120080)and the Open Project of Changzhou Key Laboratory of Sensor Networks and Environmental Sensing, Changzhou, China (Grant No. 
Journal of Harbin Institute of Technology 32(2000) 115-122
Advanced Materials Research 760-762(2013) 1053-1057
Journal of DaLian Maritime University 35(2009) 57-61.

Sakami 1,a, H.Sabhi2,b and R.Ayad2,c 1Equipe de recherche : Génie civil et Géo Ingénierie Faculté des Sciences et Techniques, Université CADI AYYAD B.P 549, Av.Abdelkarim Elkhattabi, Guéliz Marrakech, MAROC 2Laboratoire d’Ingénierie et de Sciences des Matériaux (LISM) Université de Reims Champagne-Ardenne UFR Sciences, Moulin de la Housse, BP 1039, 51687 Reims, France asakami@fstg-marrakech.ac.ma , bhamid.sabhi@univ-reims.fr, crezak.ayad@univ-reims.fr Keywords: Special finite elements, shells, modified Mindlin hypothesises, transverse shear.
A B C D Property materials (en psi) EL=25x106;ET=1x106; υ=0.25 GTT=0.2x106;GLT=0.5x106 Boundary Conditions On AD : U=W=θY=0 Symmetry Conditions On AB : W=θX=θY=0 On BC : V=θX=θZ=0 On CD : U=θY=θZ=0 Figure 3: Simply supported laminated cylinders.
Talbi : European Journal of Computational Mechanics Vol. 17, N° 4, 529-552, (2008)
[7] Lakhdar Sedira, Rezak Ayad, Hamid Sabhi, Mabrouk Hecini & Siham Sakami: European Journal of Computational Mechanics Vol. 21, N° 1-2, 122-140, (2012).