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Civil school of xi’an university of architecture and technology, 710055, Shannxi xi’an, China 2.
Engineering background Hongkong-Zhuhai-Macao River-sea ship canal Bridge is the three tower cable stayed bridge and its span layout is 129+258+ 258+129m, with total length of 774m.
The finite element method research of the vortex-excited vibration [J], Engineering Mechanics, 2003, 20 (1) :p200-203(In Chinese); [4] Zhixing Lin, Yaojun Ge, Fengchan Cao.

Application of Rock Mechanics Parameters to Obtain Formation Pressure Yong Tian1, a, Hai Lin2,b 1China University of Petroleum College of Pipeline and Civil Engineering, Qingdao Shandong China 2Drilling and Production Technology Research Institute, Seven Mile town Dunhuang Gansu China atianyongwk@163.com, blinhaiqh@petrochina.com.cn Keywords: rock mechanics; formation pressure; pressure model; density curve Abstract.
Society of Petroleum Engineering [C].

Deformation analysis of adjacent metro during deep pit excavation  Yueying Liang 1, a, Guonan Liu1,b, Ronghua Hu 1,c and Ming Zhang 2,d 1 China Academy of Railway Science ShenZhen Research and Design Institution, China 2 Henan Zhongyuan University of Architecture and Civil Engineering, China ahydro_miya@163.com, b458188453@qq.com,c68821608@qq.com, d309755661@qq.com Keywords: Deep pit excavation, Adjacent metro, Deformation, FEM, Automatic remote monitoring Abstract.
Engineering geological and hydro-geological conditions According to results of field investigation and laboratory soil tests, the site geotechnical layer distribution from top to bottom are layers of artificial fill (Qml), Quaternary Holocene  alluvial  layer (Q4al+pl), Quaternary Pleistocene alluviallayer (Q3al+pl), Quaternary alluvial (Qel)  and Yanshan coarse-grained granite (γ). 

Dynamic Response of an Elastic Foundation on Transversely Isotropic Saturated Soil to Harmonic Torsional Loading Dazhi Wu1, a, Zhenying Zhang1, b and Kaifu Liu1, c 1Department of civil engineering, Zhejiang Sci-tech University, hangzhou，China awdz@hz.cn, bzhangzhenyinga@163.com, cliukf007@zju.edu.cn Keywords: transversely isotropic saturated soil; torsional vibration; elastic foundation; dynamical compliance coefficient Abstract.
In practical engineering, it is necessary to treat the foundation as elastic.

Dimension Reconstruction Optimize Chaotic Ant Swarm Algorithm MAO Guang-xiang1, a 1 Institute of civil engineering.
Chinese Journal of Rock Mechanics and Engineering, 2003, 22(10): 1618-1622.In Chinese

The function of reliability for the given system In order to determine the pattern of work and to assess the risks of the pipeline structure on exposure to random ambient loads (crustal movements), an engineering technique for determination of structure failure-free performance areas with account for predetermined risk has been developed.
Iavarov: Modern calculation methods of trunk pipelines, Magazine of Civil Engineering, 3 (2010) pp. 43-47

Experimental Study on Sound Absorption Property of Porous Concrete Pavement Layer Tongyuan NI1,a, Chenhui JIANG2,b, Huixing TAI3,c and Guoqing ZHAO4,d 1,2College of Architecture ＆Civil Engineering Zhejiang University of Technology, 6th Zhao-Hui District of Hangzhou, Zhejiang Province, China 3Department of Construction Engineering Zhejiang College of Construction, Hangzhou, Zhejiang Province, China 4Hangzhou Municipal Project Group Co.

Experimental Study of Dynamic Test characteristics on Nanjiang Road Bridge Jiamei Zhao 1, 2,a, bo Liu 1,2,b , Yuliang Wang 1,2,c 1 College of Civil and Architectural Engineering, Hebei United University, Tangshan 063009, China 2 Earthquake Engineering Research Center of Hebei Province, Tangshan 063009, China azhaojm7980@126.com, biubo19840311@163.com, c tszjy@heuu.edu.cn Keywords: Dynamic test, vibration characteristics, damping ratio Abstract.

Foundation Reinforcement design for Sugar-making Workshop of Hailun Sugar Plant Chen Yuanjing College of Civil Engineering and Architecture, Harbin University of Science and Technology, Harbin, 150080, China cyjcyj@hrbust.edu.cn (corresponding author) Keywords: foundation, bearing capacity, reinforcement, design Abstract.
This type of pile is often used in engineering and effective way. 3 Foundation reinforcement design 3.1 The determination of bearing capacity of foundation The bearing capacity of the original building foundation should be increased after more than 10 years sedimentary curing.

In recent years, zirconium and zirconium alloys increasingly widely applied in civil chemical equipment manufacturing field, such as heat exchanger, scrubbing tower, reactor,  pump and corrosive medium pipeline and so on[1-4].
Zuo, China Materials Engineering Canon( Volume Five), Chemical Industry Press, Bei Jing, 2005
Yau, Corrosion of Zirconium and its Alloys, Corrosion and Degradation of Engineering Materials, 2(2010)2094–2134.