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Study on the influence of infilled wall on the seismic performance of bottom frame structure Hongyu Deng1, a, Baitao Sun2,b 1 College of Space Technology and Civil Engineering Harbin Engineering University, Harbin 150001, China 2 Institute of Engineering Mechanics, China Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration , Harbin 150080, China adengblue@163.com, bsunbt@iem.cn Keywords: infilled wall, bottom frame structure, wall content ratio.

Acknowledgement Supportion: Natural Science Funds of Naval University of Engineering, HGDQNJJ13156.
[3] Gu Jidong corrosion and microbial decomposition of organic materials to metal [J] Materials Engineering, 1999, 7: 5-7
[4] Wu Jin microbiological hazards and countermeasures jet fuel [J] China Civil Aviation Flight University, 2001, 12 (4): 20-22
Aviation Maintenance & Engineering, 2009 (3): 52-54
Chemical Engineering, 2012,40 (1): 22-25.

Effect of Coal Ash Properties on Compressive Strength of Bottom Ash-Based Geopolymer Concrete Tianyu Xie1, a and Togay Ozbakkaloglu2, b 1, 2 School of Civil, Environmental and Mining Engineering, University of Adelaide, Australia atianyu.xie@adelaide.edu.au, btogay.ozbakkaloglu@adelaide.edu.au Keywords: Geopolymer concrete (GPC); Bottom ash; Alkali-activated cement; Ambient temperature.
In majority of the engineering applications, concrete is typically cured under ambient conditions, and hence evaluation of the performance of concrete in practice requires an understanding of the behavior of geopolymers cured under such conditions.
Materials Science and Engineering A, 528(3), 1472-1477
Proceedings of World Academy of Science, Engineering and Technology.
World Academy of Science, Engineering and Technology

Low Cost Detection of pH and its Effect on the Capacitive Behavior of Micro-gap Sensor Q.Humayun1, a, U.Hashim1, b, Tijjani Adam1, c 1Nano Structure Lab-On-Chip Research Group, Institute Nano Electronic Engineering (INEE),Universiti Malaysia Perlis (UniMap), 01000Kangar, Perlis Malaysia aqhumayun2@gmail.com, buda@unimap@gmail.com, ctijjaniadam@yahoo.com Keywords- Microgap; Chrome mask; pH; photolithography; Capacitance; Sensor Abstract- The article describes the fabrication and characterization of silver microgap sensor on silicon substrate.
The study of pH play a significant role in medical science, biotechnology, chemical science, food science, environmental science, oceanography, civil engineering and many other applications [4].
The authors also would like to thank all of the team members and technical staff in the Institute of Nano Electronic Engineering.
International Journal of Mechanical and Materials Engineering (IJMME), Vol.6 (2011), No.2, 189-193
Dekker Mechanical Engineering, 0824758242/0-8247-5824-2.

Preparing CNT/UHMWPE Composite and It’s Electrical Property Study Xiangyang Hao1,a, Xiaoying Hua2,b, Lu Jian3,c, Guosheng Gai4,d, Xiangming Kong5,e 1School of Materials Sciences and Technology, China University of Geosciences, Beijing 100083, 2Key Laboratory of Coordination Chemistry and Functional Materials in Universities of Shandong, Dezhou University, Dezhou 253023, China 3Indian River Research and Education Center, University of Florida, Fort Pierce, FL 34945-3138 USA 4Department of Materials Science and Engineering, Tsinghua University, Beijing 100084, China 5School of Civil Engineering, Tsinghua University, Beijing 100084, China axy1864@126.com. bhxying6789@126.com, cLujian.leonard@gmail.com, dgaigs@tsinghua.edu.cn, ekxm@tsinghua.edu.cn (Corresponding author: Xiangyang Hao E-mail:xy1864@126.com.)
Ji Liang's group of Department of Mechanical Engineering, Tsinghua University.
Polymer Engineering and Science.
Rajesh, D.G.Wei, et.al., Synthesis of engineered particulates with tailored properties using dry particle coating, Powder Technology.

Chau4 1Institute of Rock and Soil Mechanics, Shandong University, Ji’nan 250061, China 2 Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 200072, China 3Key Lab of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071, China 4Department of Civil and Structural Engineering, Hong Kong Polytechnic University Key words: unsaturated flow, hydro-mechanical coupling, FLAC, cofferdam ABSTRACT Three-dimensional hydro-mechanical coupling analyses have been conducted on the water-tight structure of the cofferdam for both intake and outlet of Taian pumped storage power station, located in Shandong Province of China.
Because the cofferdam is a complex of accumulated sands and gravels and no special engineering treatments are made, it has strong permeability and low structural strength, reinforcement measures should be introduced for the downstream slope toe accordingly.
J. of Rock Mechanics and Engineering Vol. 18(2)(1999), pp.73̚77 4.
J. of Rock Mechanics and Engineering, Vol. 18(2)(1999), pp.1̚5 6.
National Supervision Bureau of Technology, P.R.C and Chinese Mynistry of Construction: Codes for Design of Leeve Engineering Works, National Standard GB50286-98, R.R.C.

Study on Biosorption of Uranium by Bacillus subtilis and Saccharomyces uvarum Qian Liao1, a, Chunlong Cui2,b and Jun Yi3,c 1Academy of Life Science and Engineering, Southwest University of Science and Technology, Mianyang 621010, China 2Academy of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China 3Academy of Life Science and Engineering, Southwest University of Science and Technology, Mianyang 621010, China.
Acknowledgments This work was financially supported by the National Natural Science Fund Committee & China Academy of Engineering Physics jointly funded projects (11176030), the National Defense Key Laboratory of funded projects.
Journal of Nanhua University (Science & Engineering Edition).

Explore Shallow Ground Temperature of Railway Embankment in Permafrost Regions on Qinghai-Tibet Plateau Yaling Chou1, a, Yaxiong Liang1,b , Yuwen Li2,c , Yanpeng Zhu 1,d 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730000, China 2School of Business Administration, Zhejiang University of Finance and Economics, Hangzhou 310018, China a chouyaling@lzb.ac.cn, bliangyaxiong@lut.cn, cliyw005@163.com, dzhuyanpeng@lut.cn Keywords: Soil mechanics; Special ground material; Embankment in permafrost regions; Shallow ground temperature; Direct solar radiation Abstract: Based on observed temperature values in Beiluhe on Qinghai–Tibet Plateau, this paper sets up a regression equation using statistics methods between the temperature at shallow ground depth (0.5 m)and the direct solar radiation on embankment horizontal surface.
Engineering damages of embankment in permafrost regions are mainly caused by thaw settlement of permafrost.
Roadbed Engineering in permafrost Region.
Finite element analysis on temperature field of Qing-Tibet Railway embankment on permafrost.Chinese Journal of Rock Mechanics and Engineering, 23(20), 3454-3459.
Predicting principle on research of engineering geology.

Finite Element Modelling of Innovative Precast Cold-Formed Steel Ferrocement as Composite Beam Anis Saggaff1, a, Talal Alhajri2, b*, Mohammad Ismail2, c, Khaled Alenezi2, d and Mohamad Ragae3, e 1Civil Engineering Department, Faculty of Engineering, Sriwijaya University, Indonesia 2UTM Construction Research Centre, Faculty of Civil Engineering, University Teknologi Malaysia (UTM), 81310, Johor Bahru, Johor, Malaysia 3Building and Housing National Center, Egypt, Cairo aanissaggaf@gmail.com, bt-alfahed@hotmail.com, cmohammad@utm.my, denezi78@hotmail.com, eragaee_badr@yahoo.com Keywords: Cold-formed steel, Composite beams, Ferrocement, Finite element analysis, Shear connector Abstract.
Ismail, Promoting the use of industrialised building systems and modular coordination in the Malaysian construction industry, Board of Engineers Malaysia.
(Science and Engineering), 61 (3) (2013) 63-71

[2] Committee of Civil Engineeing and Management in Shanghai (CCEMS) (2002).
Code for Investigation of Geotechnical Engineering (DGJ08-37-2002), Shanghai.
Louis, 209–27, American Society of Engineers (ASCE)
ASCE Special Conference- In Situ ’86: Use of In Situ Tests in Geotechnical Engineering, Blacksburg: 1263-80
ASCE Special Conference - In Situ ’86: Use of In Situ Tests in Geotechnical Engineering, Blacksburg: 854-868