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Undrained Shear Strength Characteristics of Natural Silty Clay Jie Yin1, a, Yong-hong Miao1, b (1Department of Civil Engineering, Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China) ayinjie@ujs.edu.cn, byhmiao2008@163.com Keywords: Undisturbed samples, Reconstituted samples, Undrained shear strength, Initial water content.
How to quantitatively assess the effects of soil structure on mechanical behavior of natural sedimentary clays is an important issue in geotechnical engineering.
In the 2nd International Conference on Civil Engineering and Urban Planning, pp. 362-368, 2012 [5] Hong, Z., Shen, S., Deng, Y. and Negami, T.
Geotechnical Engineering[J]., ICE, 160 GE(3), pp.153-159, 2007

Properties Of Steel Fiber Reinforcement Concrete With Different Characteristic Of Steel Fiber Shahiron Shahidan1 a, Mustaqqim Abdul Rahim2b, NikSuharlizaNikZol2 c Muhammad Azizi Azizan2 d, Isham Ismail1 e 1Faculty of Civil and Enviromental Engineering, UniversitiTun Hussein Onn, 86400, BatuPahat, Johor, Malaysia. 2Civil Engineering Department, School of Environmental Engineering, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia.
Acknowledgement This work was supported by Short Term Grant(U114), UniversitiTunHussienOnn Malaysia and colabration with Civil Engineering Department Universiti Malaysia Perlis References [1] Perumalsamy N.
School of Civil and Resource Engineering.

Analysis on Bending Stability of Inclined Plate with Ribbed Stiffeners Considering Initial Imperfections Bo Song1,a, Xiaoli Cui1,b, Xiaoling Luo1,c 1School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China asongbo@ces.ustb.edu.cn, bcuixiaoliustb@163.com, custb8032009@yahoo.cn Keywords: Inclined Plates, Stiffening Rib, Initial Imperfection, Bending Stability.
It is not suitable to apply in actual engineering.
Proceedings of the American Society of Civil Engineers, 1964
Reliability Engineering and System Safety. 2007, 92
Tokyo: Japan Society of Civil Engineers, 2005.

Experimental Study on Seismic Performance of CFRP Strengthened RC Frames Damaged by Earthquake Qiumei Gao1,1, a, Lai Wang1,b Ying Zhang2,c 1 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, China 2 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China aforevergq@sohu.com, bwlkdtjxy@sina.com, c zhwch9@126.com Keywords: RC frame; strengthened by CFRP, quasi-static cyclic tests; seismic performance Abstract.
And were tested in Shandong Province Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), using hydraulic servo structural test system.
Journal of Earthquake Engineering，2001, 5(1) ：113-129 [2] T.El-Amoury，A.
ACI Journal Engineering Structures，2002,24：1397-1407 [3] Bolong Zhu.

Further Debate about Visual Design Methods for Pile Foundation Sheng-feng Zou 1, a, Jingyu Zhang 1,b, Shi-ji Wang 1,2,c *, Yi Han 1,d and Chuan Wang 1,e 1College of Engineering and Technology, Southwest University, Chongqing 400716, China 2Department of Civil and Environmental Engineering, Imperial College London, London W7 2AZ azoushengfeng123@gmail.com, bzhang_jy@hotmail.com, cshjwang@swu.edu.cn d654298197@qq.com, e570410879 @qq.com Keywords: Further Debate, CPT, End-bearing Capacity, The Foundation Design, Visualization Abstract.
Existing Status and Problems in Pile Foundation Engineering Pile foundation’s designing status.
Including test piles’ body conditions and engineering geologic conditions.
Choosing a more reasonable practical engineering method and avoid unnecessary waste.
The new indoor pile test stand should content following components: test chambers, modeling pile, loading systems, measurement systems and fixed equipment. [10] In addition, along with the civil engineering area’s big steps development, more new and high-tech high-rise buildings and marine constructions spring up, these fresh constructions and engineering geological conditions continuously pose challenges to designers and necessarily require new ways and technology to solve.

A Pilot study on the Flexural properties of vinyl ester composites filled with glass powder H Ku 1, a, M Trada 1,b and R Huq1,c 1 Faculty of Engineering and Surveying, University of Southern Queensland, West Street, 4350, Australia a ku@usq.edu.au bTradam@usq.edu.aumail, crezwanul.huq@gmail com Keywords: Flexural strength, flexural strain, flexural modulus, vinyl resin and glass powder.
Vinyl ester resin was filled with of glass powder with a view to increasing the flexural strength of the composites for civil and structural applications by a research Centre on composites, University of Southern Queensland (USQ).
In order to reduce costs, the Centre wishes to fill as much glass powder as possible to the resin subject to maintaining sufficient strength of the composites in civil and structural applications.
[3] Potters Industries, undated, http://www.pottersbeads.com/markets/polySphericel.asp [4] Ray, D, Bhattacharya, D, Mohanty, A K, Drzal, L T and Misra, M, Static and dynamic mechanical properties of vinyl ester resin matrix composites filled with fly ash, Macromolecular Materials and Engineering, Vol. 291, pp. 784 - 792 (2006)

Application technology research on waterlogging disaster remote sensing monitoring based on EOS/MODIS satellite data[D] Nanjing University of Information Scince & Engineering.2006
Water and Maritime Engineering, 2003, 156(3): 235-247
Flood control and drought resisting engineering technology research center of the ministry of water resources made up:123-128
[15] XuMei,HuangShiFeng, The 2003 years huaihe river flood disaster rapid monitoring and evaluation LiJiRen using RS and GIS technology [J] .Water Resources and Hydropower Engineering, 2004,55(5):83-86
In the New Starting Point, Grasp the Opportunity and Meet the Challenge to Promote new Development of the Business on Disaster Prevention and Reduction [J].China Civil Affairs ,2011 (3):6-10

PSOMIADIS1,b and Evangelos EFTHYMIOU1,c* 1Institute of Metal Structures, Department of Civil Engineering, Aristotle University of Thessaloniki, GR 54124, Thessaloniki, Greece aaampatzis@civil.auth.gr, bvpsomiadis@civil.auth.gr, cvefth@civil.auth.gr Keywords: direct methods of plasticity, aluminium alloys, post-elastic behavior, Eurocode 9 failure criteria, computational analysis.
Limit and shakedown analysis approaches provide an engineering toolbox to determine the plastic collapse load of a structure independently of the exact load history and have been proposed for various yield criteria, stress states and constitutive models [6],[7].
As consideration of kinematic hardening is important for many engineering problems, several works have extended the classic Melan-Koiter theorems to various types of nonlinear hardening behavior.
Structural Applications of Aluminium in Civil Engineering, Struct Eng Int. 16 (2006) 280-285
Weichert, Shakedown analysis of engineering structures with limited kinematical hardening, Int J Solids Struct. 49 (2012) 2177–2186

As a result, Private sectors need to discuss the proportion of investment with the government instead of implementing projects by their own because operation revenues cannot cover civil engineering, station, and track work costs [3].
Generally speaking, Urban Rapid Rail Transit includes two parts: civil engineering, electrical and mechanical equipment.
There are three main reasons: (i) the proportion of investment between civil engineering to electrical and mechanical equipment is about 2:1.
The project total investment reached RMB15.3 billion, including an investment of RMB10.7 billion by the Beijing Municipal Government for civil engineering and an investment of RMB 4.6 billion by the Hong Kong MTR Corporation for the purchase and installation of vehicle, electrical and mechanical equipment [4].
In other words, the performance of the operation of the project, which the private sector is responsible for, is closely connected with the construction of civil engineering implemented by the government.

The extreme heterogeneity of bottom ash combined with the potential leachability of heavy metals and salt means that basic information concerning engineering properties is likely to be necessary to be assessed and investigated prior to its reutilization in most civil engineering applications.
The specific engineering parameters defined by the Chinese Specification for road construction, were required on the materials in each layer [6-9].
To determine the feasible application of MSWI bottom ash as an aggregate substitute in road construction, some key engineering and chemical compositions were analyzed in this study.
Feasible technologies of improving its engineering properties are necessary to up-cycle the ash as a higher class material.
MSW incinerator ash as aggregate in concrete and masonry [J], Materials in Civil Engineering, 1992, 4(4): 353-368 [4] C.