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Acknowledgements This work is financially supported by the National Natural Science Foundation of China (50735007) and National 863 plans projects (2007AA04Z344).
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Materials and Methods Study Area Liaohe River which is one of the seven longest river in China is situated in the Northern Eastern part of China.
Acknowledgements This study was financially supported by Major Science and Technology Program for Water Pollution Control and Treatment (2012ZX07202-004-05).
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Introductions With the economy and science and technology continues to improve, tunnel engineering construction has been an unprecedented development.
According to the existing problems of tunnel monitoring information management system, the article develops a tunnel monitoring information management and early warning systems, the system uses C / S structure to achieve a tunnel exploration, design, construction materials and sections, monitoring programs, measuring point information and multi-level monitoring data sharing, while achieving the information storage, processing, query, data output and automated forecasting and early warning capabilities.
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In order to avoid the influence of reflectivity, color of the surface and the differences of curvature feature, the claw of mole rat was colored by the dye penetrate inspection material (DPT- 5 type) before data acquisition.
Acknowledgments This work was supported by the National Natural Science Foundation of China (Grant No. 51075185, 51105161), the Natural Science Foundation of Hubei Province of China (Grant No. 2011CDB149).
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Journal of Bionic Engineering, sup. (2010) S166–S171

Materials and Methods Research Area and Data.
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This option however should be balanced with higher capital costs of the equipment, due to material considerations.
Optimization of heat transfer area and configuration, effective arrangement of the soot blowing system and better material selection are the primary ways to improve system performance.
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This article adopt nonlinear dynamic analytic procedure of fiber model of beam-column elements formation based on flexibility method that cross-section of beam-column element is discretized into a number of vertical fiber, ignoring the shearing effect and considering each fiber in a unidirectional stress The fiber model also consider lateral constrained influence in the uniaxial stress-strain relationship, and use plane-section assumption to create beam-column element stiffness matrix for calculating the nonlinear relationship of force and deformation of the total cross section on the basis of uniaxial stress-strain relationship of corresponding fibrous materials.
Acknowledgements This work was financially supported by by the National Natural Science Foundation of China (Grant No. 50478067).
References [1] Junjin Liu, Zhitao Lu. in: Journal of Building Structures Vol. 23 (2002), p. 21.in Chinese
[2] Jie Li, Jianzhuang Xiao. in: Civil Engineering Journal Vol. 35 (2002), p. 7.in Chinese
In: Civil Engineering Journal Vol. 33 (2000), p. 33.in Chinese

Fig.1 The Chart of building plan (unit: m) Table 1 Physico-mechanical parameters of materials Member Density (kN.m-3) Modulus of elasticity (MPa) Poisson ratio C (kPa) θ (°) Clay 18.7 20 0.35 19 26 Frame 25 30000 0.20 Foundation 25 31500 0.20 Lining 25 34500 0.17 Shield shell 78.5 210000 0.30 Fig.2 The Chart of grid delimiting Assume soil layer is homogeneous, and the constitutive model is used with Mohr-Coulomb model.
Acknowledgements This work was financially supported by The Chinese National Natural Science Foundation (51078332)，Zhejiang Natural Science Foundation (Z1100016) and Hangzhou Key Discipline.
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Chinese Journal of Rock Mechanics and Engineering, Vol. 25(Supp.1), p.3317-3323, (2006).

The materials of the towers can be steel, concrete, or steel-concrete composite form.
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Acknowledgement This project was financially supported by Overseas Affairs Bureau of the State Department, China, P.R. 06QZR06, and by Quanzhou Science and Technology Fund 2007G9 and 2008G5.
References [1] Marc Andre Meyers:Dynamic Behavior of Materials(National Defense Industry Press, Beijing 2006)
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