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Ash Substitution Effect in Brick Fabrication in Induration Time and Mechanical Resistance in Mortars Portland Cement Base Mauricio Arreola Sánchez1, a, *, Elia Mercedes Alonso Guzmán2, b, Hugo Luis Chávez García2, c, Wilfrido Martínez Molina2, d and Marco Antonio Navarrete Seras1, e 1Master in Sciences in Environmental Engineering, Civil Engineering Faculty, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070 2Department of Materials, Civil Engineering Faculty, Universidad Michoacana de San Nicolás de Hidalgo, Morelia, Michoacán, México, 58070 amarreolas09@gmail.com, beliamercedesalonso@gmail.com, chchavezenator@gmail.com, dwilfridomartinezmolina@gmail.com, emarkns_21@yahoo.com.mx Keywords: Ash, Pozzolanic, Residues, Portland Cement.
International Journal of of Earth Sciences and Engineering, Vol. 4, No. 6, pp. 965-968

Thermo-Hygral and Environmental Evaluation of Chosen Parts of an Ultra-Low-Energy Family Houses Peter Turcsanyi1, a*, Anna Sedlakova1,b, Eva Kridlova Burdova2,c and Silvia Vilcekova2,d 1Department of Architectural Engineering, Faculty of Civil Engineering, Technical University of Kosice, Kosice, Slovakia 2Department of Environmental Engineering, Faculty of Civil Engineering, Technical University of Kosice, Kosice, Slovakia apeter.turcsanyi@tuke.sk, banna.sedlakova@tuke.sk, csilvia.vilcekova@tuke.sk, deva.kridlova.burdova@tuke.sk Keywords: surface temperature, foundation detail, embodied energy, CO2 emissions, SO2 emissions, LCA Abstract.

Probabilistic Model of Corrosion in Reinforced Concrete Structures Considering Coupling Effects of Influence Factors ZHANG Xiaogang1, WANG Jiao1* 1 Guangdong Provincial key Laboratory of Durability for Marine Civil Engineering, College of Civil Engineering, Shenzhen University, Shenzhen 518060, China.
Nuclear Engineering and Design, 2008, 238(5): 1181-1188. ] have related them with the measurable factors, such as temperature T, the exposure time t and environmental relative humidity h.
Acknowledgements This research was supported by the following projects: the National Natural Science Foundation of China (50908148,51278304), the National Basic Research Program (973 Program) of China (2011-CB013604), Natural Science Foundation for Team Project of Guangdong Province of China (9351806001000001), The Project-sponsored by Scientific Research Foundation for Returned Overseas Chinese Scholars, State Education Ministry of China (41 Batch), and Open Fund of State Key Laboratory of Coastal and Offshore Engineering of Dalian University of Technology of China (L P 1111).

The Influence of Chloride Environment on Compressive Strength of Geopolymer Concrete with Fly Ash using Taguchi Approach RIDHO Bayuaji 1,a, MUHAMMAD Sigit Darmawan 1,b, BOEDI Wibowo1,c, NUR Ahmad Husin1,d, SRIE Subekti1,e and EKAPUTRI Januarti Jaya1, 2, f 1Departement of Civil Engineering, Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia 6011 2Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
In addition, the support of Laboratory of Testing Materials of Diploma Civil Engineering Program ITS is greatly appreciated.
Key Engineering Materials, 2014. 594: p. 648-655

Study on Mine Shaft Liner Breaking Mechanism and Application of Monitoring System in Deep and Thick Overburden Pengli He1, 2, a Cuiran Liu 2, b 1School of Civil Engineering Xi’an University Architecture and technology China 2Department of Civil Engineering Luoyang Institute of Science and Technology China ahpl7609@126.com bliucuiran@163.com Key words: deep and thick overburden, mine shaft liner, breaking mechanism, vertical addition force, monitoring system Abstract: The non-mining damage of shaft liner in deep and thick overburden occurred frequently in China.
(in Chinese) [3] Jianjun Wang, Nianhai Luo, Zhenming Bai, On the relation between interplay glide caused by coal extraction and the shaft rupture occurring in coal mines in Huanghuai Area, Chinese Journal of Rock and Engineering [J], Vol.22(7), July,2003, pp: 1072-1077 (in Chinese) [4] Zhiqiang Liu, Fei Wang, Qiang Guo, Research on progress on shaft breaking Mechanism and prevention technologies in deep and thick overburden, Coal Science and Technology[J], vol.39 (4) 2011, pp: 6-10.
(in Chinese) [6] Hengchang Liang, Guoqing Zhou, Zhiqiang Liu, In-situ test on ground surface settlement and additional strain of shaft linings, Chinese Journal of Geotechnical Engineering [J], Vol.32(6), June, 2010, pp:924-929.

Research status on seismic performance of steel-concrete composite coupling beam Qingxuan Shia, Jianbo Tianb , Kun Lic and Zhifeng Guod School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China aqingxuanshi@sina.com, btianjianbo2006@sina.com, clikun1128@163.com, dceguozf@hotmail.com Keywords: Steel-concrete composite coupling beams, Seismic performance, Experiment, Shear resisting capacity.
Shahrooz: Engineering Structures, Vol.23 (2001), P.1480 [4] N.K.
Subedi: Proceedings of the Institution of Civil Engineers, Vol.87(1989), P.377 [5] W.Y.
Cao, et al: World Earthquake Engineering, Vol.26(2010), P.19 [7] J.G.

Efficiency of Discrete Glass Fiber Reinforced Cement Mortar in Compression Ata El-Kariem1,a and Shoeib S2 1Department of Civil Engineering 2Faculty of Engineering, El-Matariya, Helwan university, Egypt.
Thesis, department of civil engineering, Ain shams University; Egypt – Ch. 3. – (1997) P. 57. – 124
[4] Gregor fisher and Victor C.L., “deformation behavior of fiber-reinforced polymer reinforced engineering cementitious composite (ECC) flexural members under reversed cyclic loading conditions.

Study on the optimum moisture of cement-solidified sea silt road embankment adding phosphate tailing Xiaoqing Zhao1,a , Yaodong Sun2,b,Yonghong Zhang2,c 1.College of Civil Engineering, Nanjing Forestry University, Nanjing 210037,China 2.College of Civil Engineering, Huaihai Institute of Technology, Lianyungang 222005,China azxqxian@126.com, bsyd-hhit@163.com, czhangyonghong4@126.com Key words: phosphate tailing, cement-solidified sea silt, optimum moisture, unconfined compression strength, dry density Abstract.
In order to solve this problem, this thesis makes researches about the influence of moisture content on cement solidification effect through various experiments on silt with different water ratio, hoping to nail down the law of influence of water ratio on solidified silt’s mechanical properties and guide the engineering practice in a better way.
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2006, 28(4): 533-536.

Analysis of Mineralogical Component of Palm Oil Fuel Ash with or without Unburned Carbon CHEA CHANDARA1,2,a, KHAIRUN AZIZI MOHD AZIZLI1,b, ZAINAL ARIFIN AHMAD1,c, SYED FUAD SAIYID HASHIM1,d, ETSUO SAKAI2,e 1School of Materials & Mineral Resources Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Penang, Malaysia. 2Tokyo Institute of Technology, Graduate School of Science and Engineering Department of Metallurgy and Ceramic Science 152-8552, 2-12-1 Meguro-ku, Tokyo, Japan.
Kiattikomol, Journal of Materials in Civil Engineering (ASCE) 0899-1561(2004)16:6(623) (2004)
Tay, Journal of Materials Civil Engineering Vol. 2 (1990), p. 95-105

Cocoa Pod Husk and Corn Stalk: Alternative Paper Fibres Study on Chemical Characterization and Morphological Structures Zawawi Daud1,a , Halizah Awang2,b , Angzzas Sari Mohd Kassim3,c, Mohd Zainuri Mohd Hatta4,d and Ashuvila Mohd Aripin5,e 1,4Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 2Faculty of Technical and Vocational Education, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 3,5Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia a zawawi@uthm.edu.my, b halizah@uthm.edu.my, c angzzas@uthm.edu.my, d mzainuri88@gmail.com, e ashuvila_2329@yahoo.com Keywords: Cocoa Pod Husk, Corn Stalk, Fibre, Green Technology, Agriculture Residues.
Jimenez: Journal of Industrial Engineering Chemistry Vol. 11 (2005), p. 387-394 [8] Z.
Riitta: Journal of Civil and Environmental Engineering Vol. 2 (2012), p. 1-6 [12] Information on http://www.statistics.gov.my [13] Information on http://www.doa.gov.my [14] N.