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Research on Liquefaction Processing of Sand Foundation Chunmei Zhang1, a, Gentian Zhao2, b and Guanpeng Zhi3, c 1,2Architecture and Civil Engineering School, Inner Mongolia University of Science and Technology, Baotou, 014010, P.R.China 3 Department of Electronic Engineering, Tsinghua University, Beijing, 100084, P.R China ajpxt@163.com, bzhaogentian93110@sina.com,cz2689716z@163.com Key words: liquefaction, sandy soil, ground treatment, composite foundation Abstract. sandy foundation easily liquefies under seismic load, which leads to damage to buildings and even collapse.
Engineering example An office building with one underground layer and 16 layers ground is planned in Inner Mongolia.
Reported after geotechnical engineering investigation, soil layer distribution of this area is as Table 1.
Copper Industry Engineering,(2006).
Engineering Mechanics Supplement, (2002) .

Residual bearing capacity of reinforced concrete member after exposure to high temperature Lili Bai 1, a, Zhenqing Wang 1,b 1College of Aerospace and Civil Engineering of Harbin Engineering University,Harbin, 150001,China alily0907@ hrbeu.edu.cn bwangzhenqing@ hrbeu.edu.cn Keywords: ANSYS；high temperature；bearing capacity ；parameters Abstract: After boundary conditions of member and thermal parameters of materials are determined, ANSYS software is utilized to analyze the maximum temperature distribution in the member under different fire duration.
Reference [1] F.C.Lea, The effect of temperature on some of the properties of materials ,Engineering 110(1920) ：293-298 [2] Yang Y.
Present status and development of damage assessment on RC structure post fire, Symposium young expert learning meeting on development of structural engineering, National science foundation committee ,Harbin ,1992.
Fire engineering design of steel and composite buildings [J].
Analysis on residual bearing capacity and reliability index of RC beam after high temperature[J].Journal of Harbin Engineering university,2007,28(10) ：1084—1088.

Damage-involved response of two colliding buildings under non-uniform earthquake loading Robert Jankowski1,a 1Faculty of Civil and Environmental Engineering, Gdansk University of Technology, ul.
Maison: Engineering Structures Vol. 19 (1997), p. 195
Jankowski: Bulletin of Earthquake Engineering Vol. 1 (2003), p. 397
Jankowski: Key Engineering Materials Vol. 347 (2007), p. 339
Jankowski: Engineering Structures Vol. 31 (2009), p. 1851

Study on Application of Time Domain Reflectometry to Highway Slope Monitoring Wenbin Lu1,2,a , Helin Fu1,b , Hanhua Tan3,c 1 School of Civil Engineering, Central South University, Changsha, Hunan, 410075, China 2 Hunan Academic of Urban Engineering, Changsha, Hunan, 410030, China 3 Guizhou Design Institute of Communication and Survey, Guiyang, Guizhou, 550000, China a lwb456@sina.com, b fuhelin100@yahoo.com.cn, c hhtan@tom.com Key words: slope monitoring, time domain reflectometry, shear test, comparison test, slope survey Abstract: To apply Time Domain Reflectometry (TDR) in slope monitoring, on the base of brief summary of principle of TDR, and with types of indoor shear tests and situ construction of different cables, reflection waves of types of different cables are studied.
Since construction begins, we discover the poor stability of slope by excavating pavement, original design can not meet the engineering requirements, so the first design has a change based on the actual situation, we set a pile retaining wall in platform edge 1.5m away the right groove on the right of roadbed, and set up the slope monitoring system in the right side slope.
The monitoring system of the slope engineering is divided into two parts of manual monitoring and automatic monitoring, and automatic monitoring apply the TDR technology tentatively.
The Chinese Journal of Geological Hazard and Control, 2001(02) [2] 2002(05)Wu Xiaolan; Tu Yaqing ,NEW APPROACH OF LANDSLIDE ACTIVITY MONITORING-PROBING INTO TDR TECHNOLOGY,Chinese Journal of Rock Mechanics and Engineering, 2002( 05) [3] Chen Yunmin; Chen Yun; Chen Renpeng; Liang Zhigang,TESTING STUDY ON APPLICATIONS OF TIME DOMAIN REFLECTOMETRY TO SLOPE MONITORING, Chinese Journal of Rock Mechanics and Engineering, 2004 23(16) [4] Shi Yanxin, Zhang Qing.Application of TDR Technique in Yaan Xiakou Landslide Monitoring[J].

Three Dimensional Numerical Analyses of Bridge Piled-Raft Foundation under Riverbed Erosion Wen-Tsung Liu1,a, Yi-Yi Li2,b 1 Associate Professor, 2 Project Assistant, Department of Civil Engineering, Kao Yuan University, Taiwan, R.O.C.
E: Physical and Geotechnical Properties of soils, McGraw-Hill. (1984) [5] Ju-Jiang Hung: An outline of elementary engineering geology, Foundation of Engineering Technology Research and Development Foundation. (2010) (in Chinese
Waltham: Foundations of Engineering Geology, London, Glasgow, New York, Toyko, Melbourne, Madras: Blackie Academic & Professional (Chapman & Hall). (1994) [7] Ministry of Transportation:, Traffic technical standards Class of highway engineering department - highway bridges design specifications, cubs culture, Taipei, the first 21-27 pages, page 32-47, 79-82, 106 -112. (2009) (in Chinese
) [9] Ministry of Transportation: Traffic technical standards class highway engineering department - Road and Bridge Seismic Design Code, cubs culture, Taipei, 23-27, 29-34, 43-45, 89-93 pages, page 105-113. (2009) (in Chinese.)

Theoretical Study on Stress State in Adhesive Layer of Single Lap Joint under Eccentric Tensile Load Chun Liang Li a , Jia Zhou b School of Communication Science & Engineering , Jilin Architectural and Civil Engineering Institute , Changchun, China, 130021 a lichli3300@163.com, bxiaozhou8849@sohu.com Keywords: torsional loading, interfacial stress, adhesive layer, composite structure, single lap joint Abstract.
Introduction With the development of the mechanical and material science, the composite structures consisted of many different materials have been widely used in many practical engineering.
While in most actual engineering the load is eccentric, that is to say the adhesive joints are not only subjected to tension but also torsion.
So the previous research results of adhesive joints under uniaxial tension are not completely applicable to the conditions of eccentric load in actual engineering.
Vol.19(4) (2000), p.426 (in Chinese) [4] Chang Bao Hua, Shi Yaowu:China Mechanical Engineering ,Vol.10(3) (1999).p.340 (in Chinese) [5] SUN De Xin, You Min, Li Zhi:China Elastomerics,Vol.16 (2006),p.16 (in Chinese)

The Experimental Study on Dynamic Characteristic of Diversion Dike’s Foundation Soil Guixuan WANG, Jinling ZHOU, Jie ZHAO and Yang ZHENG Research and Development Center of the Civil Engineering Technology, Dalian University, Dalian 116622, China zhoujinl2009@163.com Key words: dynamic characteristic; dynamic modulus of elasticity; damping ratio; liquefaction.
Earthquake engineering and engineering vibration, 2003, 23(6): 144－148.
SHUILI XUEBAO, 1991,11: 41-46（in Chinese） [4]ZHANG Kexu Stress condition inducing liquefaction of saturated sand Earthquake engineering and engineering vibration, 1984, 4(1): 99－109.
（in Chinese） [5] Finn W D L, Liquefaction Potential, developments since 1976,Int,conf,on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics ,1981.

Far-Field Solution of Circular Lining and Linear Crack by SH-wave HongLiang Li 1, a, Rui Zhang1,b 1 Department of Engineering Mechanics, College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China a leehl@sina.com, bzhangrui97@sohu.com Keywords: circular lining; Green's Function; SH-wave scattering; crack; far-field solution Abstract.
Introduction Circular lining exists widely in natural media, engineering materials and structures, and defects are usually found around the lining.
Key Engineering Materials, Vol. 348-349(2007),p.521-524

Numerical Analysis on Steel Reinforced Concrete Beam-Concrete Filled Steel Tubular Column under Cyclic Loading Chiyun Zhao1, a, Hua Li2, b and Liyun Li2, c 1 Beijing University of Civil Engineering and Architecture, Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing, China, 100044 2 China University of Mining and Technology, Beijing, China, 100083 azhaocy@bucea.edu.cn, blihua18429@163.com, clyli@126.com Keywords: composite joint, low-cyclic reversed loading, hysteretic curve, numerical analysis Abstract.
E.: Analysis of Composite Beam-Columns under Lateral Cyclic Loading, Journal of Structural Engineering, ASCE (2001) Vol. 127(2), p.186-193
–Japan Research on The Seismic Design of Composite Reinforced Concrete and Steel Moment Frame, Journal of Structural Engineering, ASCE (2004) Vol.130(2), p361-367
[8] William, K.J. and Warnke, E.D.: Constitutive Model for The Triaxial Behaviour of Concrete, Proceedings of the International Association for Bridge and Structural Engineering, Italy, (1975) p.174-175.

Experiment study on the Mechanical Properties of shape memory alloy Yongjun Wang a, Zhenqing Wang b , Hongqing Lv c and Yulong Wang d College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China awangyongjun@hrbeu.edu.cn, bwangzhenqing@hrbeu.edu.cn, clvhq@hrbeu.edu.cn, dwangyulong@hrbeu.edu.cn Keywords: shape memory alloy; shape memory effect; super elasticity; Abstract: In order to investigate the performance of shape memory alloy wire, two types of alloy wire were studied.
Earthquake Engineering and Engineering Vibration, Vol.19(1999),p. 104 [2] Zhou B, Liu Y J, Leng J S, et al.
Mechanical Properties of Shape Memory Alloy and its Application in Engineering Industrial Construction.28 (3):p.31 [5] Zhu Y G.
Materials Science and Engineering, A203:187-196.