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Shrinkage Properties of Cement-Silica Fume Blended Pastes in Early Age Di Zoua, Lianzhen Xiaob* and Wenchong Shic School of Material Science and Engineering, Wuhan Institute of Technology, Wuhan 430073, China a742397155@qq.com, b*xiaolz@wit.edu.cn (corresponding author) Keywords: Silica fume; autogenous shrinkage; drying shrinkage Abstract: The cement-silica fume blended pastes were prepared with different silica fume(SF) dosages of 0%, 5%, 10%, and 15% at different water-binder ratios (W/B) of 0.4 and 0.5.
This study is to investigate the influence of SF addition and W/B on AS and DS, and quantitatively to analyze the relationship between the AS and DS for providing a reference for the concrete mixture design and application of mineral admixtures in practical engineering.
Journal of Materials in Civil Engineering, 2015, 18:99-105

Hardening Performance and Mechanism of Fluosilicate Surface Treatment Agent on Cement-Based Materials Xiao Liu1,a *, Jianan Guan1,b, Yunsheng Zheng2,c, Ziming Wang1,d, Heqing Shen1,e and Xiaowei Ren1,f 1College of Materials Science and Engineering, Beijing University of Technology, Beijing 100124, China 2State Key Laboratory of Solid Waste Reuse for Building Materials, Beijing 100041, China aliux@bjut.edu.cn, bjiananguan@yeah.net, czhengyunsheng@outlook.com, dwangziming@bjut.edu.cn, eshenheqing11@126.com, frxwvivi@163.com Keywords: Fluosilicate, Cement-based materials, Surface treatment, Hardening, Silicate.
Procedia Engineering, 2012, 46(3): 255-265
Journal of Materials in Civil Engineering, 2003, 15(1): 67-74.

Some Aspects about Adsorption of Polymer on Cement Grain Shiyun ZHONG1,a, Dongdong HAN2,b and Jinmei LI3,c 1Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, Shanghai 201804, China 2School of Materials Science and Engineering, Tongji University, Shanghai 201804, China 3Sinoma Research Institute, Sinoma International Engineering Co.

Ultrasonic Irradiation on Microorganism Disruption in Water Disinfection Process – A Mini Overview Noraini Mat Budari1,a,Mohd Fozi Ali1,b, Ku Halim Ku Hamid2,c and Mohibah Musa2,d 1Faculty of Civil Engineering, 2Faculty of Chemical Engineering, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, MALAYSIA.
Moholkar, Cavitation reaction engineering.

The Study of the Railway Tunnel on the Area of Wall Rock Pre-injection Huifeng SU1,a, Weining LIU2,b 1Key Laboratory of Mine Disaster Prevention and Control,Shandong University of Science and Technology, Qingdao, Shandong ,266510, China 2School of Civil Engineering Beijing Jiaotong University, Beijing,100044, China ashf7521@163.com, bwnliu@bjtu.edu.cn Key words: Chiefly block, Control drainage, Wall rock lnjection, External water load Abstract.
Reference [1] 1st Institute of Railway Survey and Design, Southwest Jiaotong University, Construction Techniques Department of the No.18 Engineering Bureau, Study on the forecast and prediction for karst water and water gush of tunnel terrene [R].
Chengdu: Southwest Jiaotong University Engineering, 2002. 49-68 (In Chinese)

Lu1,a and Feng-Tsai Lin2,b 1Department of Civil Engineering, Chung Hua University No. 707, Sec. 2, WuFu Rd., Hsinchu 30012, Taiwan ROC 2Department of Naval Architecture and Ocean Engineering, National Kaohsiung Marine University No. 142, Haijhuan Rd., Kaohsiung 80543, Taiwan ROC acclu@chu.edu.tw, bftlin@webmail.nkmu.edu.tw Keywords: Line heat source, Fluid line sink, Closed-form solution, Half space.
Chau: Journal of Engineering Mechanics ASCE Vol. 116 (1990), p. 1176 [13] J.

The orthogonal test and optimal decision for the development of new backfill cementing materials based on the rod milling sand Maohui Li1,2,a Zhiqiang Yang2,3,b Qian Gao 1,2,c Youtuan Wang 1,2,d 1School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China 2Key Laboratory of the Ministry of Education of China for High-Efficient Mining and Safety of Metal Mines, USTB, Beijing 10083, China 3Jinchuan Group Co., Ltd., Jinchang, Gansu 737100, China almnlmb@126.com, bYZQ@JNMC.com, cgaoqian@ces.ustb.edu.cn, d151450324@qq.com Keywords: new backfill cementing materials; rod milling sand; optimization algorithm; JinChuan mine Abstract: The experiment uses lime, desulfurization ash, slag and other solid wastes with mirabilite and NaOH as the admixture for Jinchuan mine rod milling sand to get a new backfill cementing materials that can replace the cement materials.
Chinese Journal of Rock Mechanics and Engineering, 2013, 31 (supp 1): 2906-2911 [5] Lu Dong, Qian Gao, Shiqing Nan, et al.
Electric Power Science and Engineering, 2011, 27(9): 31-34 [8] Bin Yang, Lichun Kuang, Zhongchun Sun et al.

Liew1, c 1Civil Engineering Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia aamilawa@petronas.com.my, b nakailun@gmail.com, cshahir_liew@petronas.com.my Keywords: Decommissioning; criteria; decision making tool; Relative Importance Index.
Na, Decommissioning of Offshore Platform: A Sustainable Framework, in IEEE Colloquium on Humanities, Science & Engineering Research (CHUSER), Sabah, Malaysia, 2012
Ozdemir, Quantification of Delay Factors Using Relative Importance Index Method for Construction Projects in Turkey, American Society of Civil Engineers, 2013

Inclusion of Strain-Rate Effects in Low Velocity Impact Simulation of Laminated Composites Ainullotfi Abdul-Latif1,a*, Mohd Hasrizam Che Man1,b and Shuhaimi Mansor1,c 1Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia.
Introduction Laminated composites are more becoming the material of choice in advanced engineering applications such as aerospace, marine and automotive due to its advantages such as high strength to weight ratio, resistance to corrosion and low coefficient of thermal expansion when compared to conventional materials, e.g. aluminium alloys and steel.
The use of laminated composites in advanced engineering applications exposes them to impact loadings during maintenance and operation.
Miller [4] reported that 60% of all damages observed on civil aircrafts are delamination failures caused by impact loads.

Analysis on Life Cycle CO2 Emission of Aerated Concrete Production in China Minghui Fang1,a, Zhihong Wang1,b, Feifei Shi1,c , Boxue Sun1,d , Mingnan1,e CUI Suping Zhao 1, f and Xiance Meng1, 2, g 1School of Materials Science and Engineering, Beijing University of Technology, 100 ping le yuan, Chaoyang district, Beijing, 100124, China 2 China Development Strategy Institute for Building Materials Industry, Beijing, 100035, China afangminghui111@163.com, bwangzhihong@bjut.edu.cn, cshifeifei789@163.com, dsunboxuexx@163.com, emingnan1987@163.com,fcuisuping@bjut.edu.cn, gmengxiance323@emails.bjut.edu.cn Keywords: Wall materials, Aerated concrete, Life cycle assessment, Carbon dioxide emission.
Journal of Jilin Institute of Architecture & Civil Engineering 2009
Progress in Materials Science and Engineering 2006