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New prediction Formula of Sand Liquefied on Bachu-Jiashi Earthquake Survey Zhaoyan Li1, a, Zhenzhong Cao1, b, Yurun Li2,3,c 1Institute of Engineering Mechanics, China Earthquake Administration, Heilongjiang, Harbin 150080, China 2 College of Civil Engineering, Hebei University of Technology, Tianjin 300401 3 Technology Research Center of Hebei Province, Tianjin, 300401 ahkjlizhaoyan@163.com, biemczz@163.com,c iemlyr7888@163.com Keywords: liquefaction; SPT; evaluation; Bachu-Jiashi Earthquake Abstract: Through the Bachu-Jiashi Ms6.8 earthquake liquefaction investigation and test, obtain the 47 the standard penetration test date, examine the existing standard applicability based on standard penetration test of soil liquefaction identification method, and put forward the new sandy soil liquefaction evaluation formula.
EERC，USA：Earthquake Engineering Research Center (2003)
Chinese Journal of Geotechnical Engineering (2005), Vol.27, No.1:1-10.
World earthquake engineering, 2010, 26(suppl.):282-286.
Earthquake Engineering Research Institute Monograph. (1982)

Study on Seismic Isolation of High-Speed Railway Bridge Fabricated Lead Rubber Bearings Tang Huan1, a , Wang Hui 1,b , Zhou Biao1,c,Chen Lingkun1,d 1 School of Civil Engineering and Architecture, Central South University, China ath454272567@163.com, bwanghui_1990@yeah.net, czhoubiao_427@yahoo.com.cn, dlingkunchen08@hotmail.com (corresponding author) Keywords: seismic isolation; high-speed bridge; lead rubber bearings; Abstract: Lead rubber bearings (LRB) is a new type of earthquake-resistance rubber bearings, formed by inserting lead-core into ordinary laminated rubber bearings, vertical supporting, horizontal displacement and hysteretic damping are hung in single unit together.
Earthquake Engineering and Structural Dynamics. 1998.
Engineering Structures. 2000 ,18 ( 7 ) : 528-536
Journal of Structural Engineering. 2004, 9(1):95-100
[9]GB 50111-2006 Code for Seismic Design of Railway Engineering[S].

What is the Materials Engineering?
It is always new materials that open the door to new technologies, whether they are in civil, chemical, construction, nuclear, aeronautical, agricultural, mechanical, biomedical, or electrical engineering.
Understanding the relationships between properties, structure, processing and performance makes the Materials Engineer the master of the engineering universe. 3.
This is primarily the task of the technologist, an engineer well versed in the science of industrial work.
This definition and interpretation were formulated in the introduction of Rejtő’s internationally famous book in 1915 [1]; he was the first mechanical engineer in Hungary who obtained an engineering diploma (1877). 4.

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