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Distribution of Stress on Stone Column-Reinforced Soft Soil under Cylindrical Storage Tank Kousik Deb1, a and Amit Kumar Das2, b 1Associate Professor, Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India 2 Research Scholar, Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur 721302, India akousik@civil.iitkgp.ernet.in, b amitkdas.iitkgp@gmail.com Keywords: Axi-symmetric analysis; soft soil; stone column; storage tank; stress distribution Abstract.
[4] Faruque, M.O., Zaman, M., A mixed-variational approach for the analysis of circular plate-elastic halfspace interaction, Computer Methods in Applied Mechanics and Engineering. 92 (1991) 75-86

Physical Properties of Volcanic Ash Based Geopolymer Concrete PUPUT Risdanareni1, 2, a*, ADJIB Karjanto1,b and FEBRIANO Khakim1,c 1 Department of Civil Engineering, UM, Indonesia 2Konsorsium Riset Geopolimer Indonesia (KORIGI), Lab Beton dan Bahan Bangunan ITS, Surabaya, Indonesia apuput.risdanareni.ft@um.ac.id, b adjib.karjanto.ft@um.ac.id, cfebrianokhakim@gmail.com Keywords: Volcanic Ash, Mount Kelud, Geopolymer Concrete, porosity, setting time Abstract.
References [1] C.A Hendriks, Proceedings of the 4th International Conference on Greenhouse Gas Control Technologies, Interlaken, Austria, Aug. 30–Sept. 2, IEA GHG R&D Programme, UK( 1998) [2] Ellis Gartner, Cement and Concrete Research ,34, 1489–1498 (2004) [3] Davidovits, Proceeding First International Conference on Alkali Cement and Concrete (1994) [4] Ekaputri,J.J, Ulum, Bahrul, Triwulan, Ridho, Bayu Aji, Susanto, Tri Eddy and Mohd Mustafa Al Bakrie Abdullah, Applied Mechanic and Material Journal (2015) [5] Ekaputri, J.J and Triwulan, Journal of Civil Engineering ITB Vol.20 No.1 ( 2013) [6] SN Fifinatasha , Advances in Environmental Biology, 7(12) October Special Issue 2013, Pages: 3835-3842 (2013) [7] Hardjito, D., Wallah S.E., and Rangan B.V., Civil Engineering Dimension, Vol. 6, No. 2, pp. 88–93 (2004) [8] Risdanareni, Puput, Ekaputri, J.J, and Triwulan , Materials Science Forum Vol. 803 pp 125-134 (2015) [9] Risdanareni, Puput, Ekaputri,J.J, Mohd Mustafa Al Bakri Abdullah

Mechanical Behavior Research for the Interior Joint of New Light-weight Portal Rigid Frame (II) Zhi Huang1,a , Lizhong Jiang1,b and Wangbao Zhou1,c 1School of Civil Engineering, Central South University, Changsha, China, 410075 ahuangzhi019@163.com, blzhjiang@csu.edu.cn, bzhouwangbao@163.com Keywords: portal frame, the bifurcation on Y-like hinge joint, prestressed cable, mechanical behavior, SAP2000 Abstract.
Introduction Light steel portal frame in recent years, is rapid development, and widely used in housing construction structure, single-storey industrial plant, civil and storage houses.
Engineering Description and Layout of the Structural Parameters In order to consider the influence of the different parameters such as α, fixed column and hinged column base, and initial prestress to the ultimate bearing capacity of portal frame.
In: Proceedings of the 6th ASCCS Conference，LosAngeles: Xiao Y Mahin S, (2002), p.383-392 [9] Parra-Montesinos,G, Weight,J.K. : Journal of Structural Engineering, 2001,127(1), p.3-11 [10] Tong Genshu, Hu Ddming, Yao Jian: Building structure, (26), (1999), p.3-8(In Chinese) [11] Huang Zhi, Jiang Lizhong, Zhou Wangbao: Review Form of 2012 International Symposium on Polymer Composites and Polymer Testing (ISPCPT 2012) March, 16-18, (2012), p.388-392 [12] Civil King Software Technology Co., Ltd., China Institute of Building Standard Design & Research.

Conservation and Regeneration of Industrial Heritages in harmony with pattern of the Historical City, Luoyang Yan Sun1, a, Hanwu LI2, b 1 Department of Civil Engineering, Luoyang Institute of Science and Technology, China 2 Department of Civil Engineering, Luoyang Institute of Science and Technology, China asunyan76art@163.com, blhw444@163.com Keywords: Historical Cultural City, Industrial Building Heritages, Protection, Renewal Abstract.
In the second stage, since the engineers and technicians of Soviet Union were pulled out of china, the industrial of Luoyang stepped into the construction of self-directed stage.
In addition, we also can change the original industrial buildings to the civil architectures and the society matter function of industrial heritages will be brought into full play sufficiently.

Study on the seismic performance of shear wall structure with unidirectional wall frames based on pushover analysis Kang Yuan1,2, a, Yingmin LI1,b and Shongbai Zhang1,c 1 College of civil Engineering, Chongqing University, Chongqing 400045, China 2 College of hydraulic and civil engineering, Shihezi University, Shihezi, Xinjiang 832003, China awilliamyuan1982@163.com, bliyingmin@cqu.edu.cn, czsb881112@126.com Keywords: Unidirectional Wall Frame, Shear Wall Structure, Seismic Performance, Stiffness Characteristic Coefficient, Pushover analysis.
[8] Beijing Civil King Software Technology Co., Ltd.
Application of pushover analysis in the seismic design of building engineering[M].

Application of technical hemp into the structure of cement-chip boards Šárka Keprdová1, a, Jiří Bydžovský2,b and Tomáš Melichar3,c 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 2 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic 3 Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic aKeprdova.s@fce.vutbr.cz, bBydzovsky.j@fce.vutbr.cz, cMelichar.t@fce.vutbr.cz Keywords: Technical hemp, cement-chip board, filler, wood, cement, secondary raw materials.

Sustainable Concrete with Coconut Fibers to Improve its Mechanical Characteristics in Buildings Mas Mendez Jhonn Anderson1,a, Solano Roman Ruthenford Smith2,b and Carrera Cabrera Elsa Carmen3,c 1Bachelor, School of Civil Engineering, Peruvian University of Applied Sciences, Lima, Peru 2Bachelor, School of Civil Engineering, Peruvian University of Applied Sciences, Huancayo, Peru 3Full Professor, School of Civil Engineering, Peruvian University of Applied Sciences, Lima, Peru au201410118@upc.edu.pe, bu201417018@upc.edu.pe, cpcciecar@upc.edu.pe Keywords: Coconut fibers, concrete, compression, bending, natural fibers Abstract.

Comparison of Methods Determining Particle Sphericity SZERAKOWSKA Sylwia1,a *, SULEWSKA Maria Jolanta 1,b , TRZCIŃSKI Jerzy 2,c and WORONKO Barbara 2,d 1Białystok University of Technology, Faculty of Civil and Environmental Engineering, 15-351 Białystok, Wiejska 45A str., Poland 2Uniwersity of Warsaw, Faculty of Geology, 02-089 Warszawa, Żwirki i Wigury 93 str., 02-089 Warsaw, Poland asylwiaszerakowska@gmail.com, bm.sulewska@pb.edu.pl, cjerzy.trzcinski@uw.edu.pl, dbworonko@uw.edu.pl Keywords: geotechnics, particle shape, sphericity Abstract.
Introduction Proper characteristics of particle shape is very useful for a better understanding of the complex properties of particle material in different fields of science and industry, such as civil engineering and geology, pharmacy, mechanics or geophysics.
Civil Eng. 18 (2004) 36-45
Delgado, Determination of size/shape parameters of colloidal ellipsoids by photon correlation spectroscopy, Colloids and Surfaces A: Physicochemical and Engineering Aspects. 119 (1996) 73-80

Removal of Ammonia Nitrogen from Domestic Wastewater Using Vertical Aerated Limestone Filter Rafidah Hamdan1, a*, Izzati Izwani Ibrahim1,b , Ain Nabila Abdul Talib1,c 1 Department of Civil Engineering Technology, Faculty of Engieering Technology, Universiti Tun Hussein Onn Malaysia, Batu Pahat, Johor Malaysia a rafidahh@uthm.edu.my, b izzatiibraka@gmail.com, c bellasmile2290@gmail.com Keywords: Ammonia Nitrogen, Nitrification process, Domestic Wastewater, Limestone filter Abstract.
All laboratory analyses were conducted in the Environmental Engineering Laboratories, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia.
Civil Eng. 132 (4) (2006) 574−577

Múgica S/N, Morelia, 58004, México 2Materials Department, Faculty of Civil Engineering, Universidad Michoacana de San Nicolás de Hidalgo, Avenida Gral.
Luis Silva Ruelas” of the Faculty of Civil Engineering, the Research Institute in Metallurgy and Materials, and the Materials Laboratory of the Faculty of Architecture.
Luis Silva Ruelas” of the Faculty of Civil Engineering of the UMSNH, the Materials Laboratory of the Faculty of Architecture, and the economic support given by CONACYT.