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Choi1, a and Yong-myung Park2,b 1Department of Civil engineering, Hanbat National University, Daejeon, Republic of Korea 2 Department of Civil Engineering, Pusan National University, Busan, Republic of Korea 3 abhchoi@hanbat.ac.kr, bympk@pusan.ac.kr Keywords: Bending, Ductility, Finite Element Analysis, High Performance Steel, Plastic Moment, Rotation Capacity Abstract.
White: submitted to Engineering Structures (1997).

Comparative Analysis of Different Types of Rigid-Pile-Reinforced Embankments Wenfeng Huang1, a , Haihong Mo1, b, Yingguang Fang1, c 1 Department of Civil Engineering, School of Civil Engineering and Transportation, South China University of Technology, 381# Wushan Road, Guangzhou, 510640, P R China a 15459190@qq.com, b cvhhmo@sina.com, c fangyg@scnu.edu.cn Keywords: composite foundation, tension, comparative analysis, geogrid, embankment Abstract.
Fig. 2 Cross-section of the proposed model The numerical models are built by Midas/GTS 2.6, which is a popular finite element software for analysis of the geotechnical engineering.

Magazine of Civil Engineering. 2012. №8.
Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering], 2012, no. 3, pp. 120-125
The Standart Contact PorosimetryColloids and Surfaces A-physicochemical and Engineering Aspects - COLLOID SURFACE A. 01/2001; 187:349-365

Research on coupled thermo-hydro-mechanical mechanism for heavy oil thermal recovery Feng SUN1, a *, Wendong YANG1,b 1 College of Pipeline & Civil Engineering, China University of Petroleum, Qingdao, China ahdpusf@163.com, bwendongy@gmail.com Keywords: Heavy oil reservoir; Thermal recovery; Thermal-Hydraulic-Mechanical; Numerical simulation Abstract.
Journal of Petroleum Science & Engineering, 2003(38):187-198
Journal of civil engineering, 2011,4: 669-678.

Law3,d 1School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China 2Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen, 518055, China 3Civil and Structural Engineering Department, Hong Kong Polytechnic University, Hunghom, Kowloon, Hong Kong, China achinazhangkun@163.com, blihui@hit.edu.cn, cduanzd@hit.edu.cn, dcesslaw@polyu.edu.hk Keywords: Parameter Identification, Local time-varying system, Dynamic response sensitivity, Orthogonal polynomial approximations Abstract.
Introduction Many civil structures exhibit time-varying dynamic characteristics due to the variation of internal and external operating conditions such as corrosion and/or fatigue damage, aging of construction materials, long-term effect of loads, sudden attacks of accidental and natural catastrophes [1].
Natke: Journal of Engineering Mechanics Vol.116 (1990), p.2258

Experiment and FEM study on uniaxial tensile of SiCp/Al Qin Liang1,a , Zhang Ke-shi2,b*, Geng Xiao-liang1,c 1 School of Mechanics and Civil Engineering and Architecture, Northwestern Polytechnical University, xi'an, shannxi, 710072, China 2 College of Civil and Architectural Engineering, Guangxi University, Nanning, 530004, China a hbqinliang@126.com ,b zhangks@gxu.edu.cn,c gengxiaoliang@nwpu.edu.cn Keywords: Metal matrix composites; GTN model; damage; void nucleation; void growth Abstract: SiC particle reinforced aluminum metal matrix composites (SiCp/Al) were prepared by powder metallurgy method, and the volume fraction was 5% with size of 3.5 micron and 10 micron.
Sci. and Engineering A Vol.487(2008) ,p.431 [7] S.Ghosh, J.Bai, D.Paquet, J.

DETECTION OF GROUNDWATER AQUIFER USING RESISTIVITY IMAGING PROFILING AT BERIAH LANDFILL SITE, PERAK, MALAYSIA Mohd Hafiz Zawawia, Syafalni b, Ismail Abustan School of Civil Engineering, Universiti Sains Malaysia (USM), 14300 Nibong Tebal, Pulau Pinang, Malaysia amh.zawawi@gmail.com, bcesyafalni@eng.usm.my Key words: Mapping, Resistivity Imaging Profiling, Beriah Landfill Site Abstract: This study explains the use of resistivity imaging profiling.
Furthermore, the author would like to thank School of Civil Engineering of Universiti Sains Malaysia (USM) for providing excellent research facilities.
[3] Loke, M.H. (1999) Electrical imaging surveys for environmental and engineering studies.

Dyskin2, b and Elena Pasternak1, c 1School of Mechanical and Chemical Engineering, The University of Western Australia, Australia 2School of Civil and Resource Engineering, The University of Western Australia, Australia aesinmy@gmail.com, barcady@civil.uwa.edu.au, celena@mech.uwa.edu.au Keywords: granular material, instability, shear band formation, digital image correlation Abstract.
Introduction Shear band formation is the main mechanism of instability, localisation of deformation and eventually failure of granular materials and its investigation is important for predicting failures of natural and engineering structures.

Research on the Load Distribution Coefficient of Cable-Stayed Bridge with Long Cantilever Structure Based on Full-Scale Test Xiaozhen Li1, a, Hong Duan1, b,HengLi1,Wei Ye1 and Xiaohan Liu1 1School of civil engineering, Southwest Jiaotong University, Chengdu, 610031, China axzhli@swjtu.edu.cn bduanhong1107@163.com Keywords:long cantilever; load distribution coefficient; model test; FEA.
Acknowledge The writers are grateful for the financial Support from the National Natural Science Foundation of China (Grant No.50808150),Technological Research and Development Programs of the Ministry of Railway （Grant No.2008G031-11, 2009G004-B, 2010G018-A-4）, The Open Fund of the Ministry of EducationKey Laboratory for Civil Engineering Safety and Durability, Tsinghua University,Beijing,China.
China Municipal Engineering.

., 29, 195251, Saint-Petersburg, Russia 2Faculty of Architecture in Podgorica, University of Montenegro, 81 000, Podgorica, Montenegro 3Faculty of Civil Engineering and Architecture in Niš, Aleksandra Medvedeva 14, 18000 Niš, Serbia, aoctober6@list.ru, bkomatinadragan@gmail.com, cvojislavn@gmail.com, dvatin@mail.ru Keywords: architecture, solar energy, passive solar building design, solar heating.
An architectural shape of orchards created for solar energy use turned into architectural design of civil buildings.
It should be noted that an author of the prominent The Crystal Palace was an expert in orchards’ construction, an engineer Sir Joseph Paxton (Fig. 3 a)).
Design approach for the optimal model of an energy-efficient timber building with enlarged glazing surface on the south façade (2012) Journal of Asian architecture and building engineering, vol. 11, no. 1, pp. 71-78