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Arijoeni 1,e, and Satim Madsuri1,f 1Laboratory of Structure and Materials, Civil Engineering Department, Engineering Faculty, Universitas Indonesia, Kampus Depok, 16424 Depok, Indonesia aherupur@eng.ui.ac.id, brahmat.nds@gmail.com, cmr_eza_unj@yahoo.co.id, daeiu_1412@yahoo.com, eessy@eng.ui.ac.id, fmadsuri@eng.ui.ac.id Keywords: Unfired Bricks, Soil, Lime, Compressive Strength, Modulus of Rupture, Water Content Abstract.
Arnaud Perrot from Laboratoire d’Ingénierie des Matériaux de Bretagne, Université de Bretagne Sud, Lorient, France; and Professor Dedi Priadi and Professor Irwan Katili from Engineering Faculty, Universitas Indonesia for their valuable suggestions.
Muntohar, Engineering characteristic of the compressed-stabilized earth brick, Construction and Building Materials, 25-11 (2011) 4215-4220
Khattab and Jean-Francois Alcover, Microstructure and geotechnical properties of lime-treated expansive clayey soil, Engineering Geology, 139-140 (2012) 17-27

The Experimental Study of Ultrasonic Testing Prestressed Bellows Pore Grouting Quality Shao Lin Zhou 1, a, Feng Zhang 2, b and Yuan Cao 2, c 1 Shandong Expressway in Sichuan Industrial Development CO.LTD；610225, China 2 Shandong University, Geotechnical and structural Engineering Research Center；250061, China aemail:404272320@qq.com, bemail:249282876@qq.com, bemail:240895091@qq.com Keywords: Ultrasonic; Prestressed bellows pore; Grouting quality; Head wave sonic time; Experimental study.
Introduction In recent years, due to the rapid development of technology, the bridge also has gained rapid development and different types of bridge engineering have emerged.
In engineering design, it requires that prestressed pore must be full of mortar to prevent water intruding and then corroding the steel, but at the actual work, due to improper grouting method, problems of clogging and incompact grouting ect. will happen occasionally.
Nondestructive Testing in the Quality of Civil Engineering [M].
The Journal of Vibration Engineering. 2006,19(3)411-415

Strengthening of thin masonry arches Antonio Borri1, a, Giulio Castori1,b* and Marco Corradi2,c 1 Department of Engineering, University of Perugia, via Duranti 93, 06125 Perugia, Italy 2 Department of Mechanical & Construction Engineering, Northumbria University, Wynne-Jones Building, NE1 8ST, Newcastle Upon Tyne (UK) aantonio.borri@unipg.it, bgcastori@strutture.unipg.it, cmarco.corradi@northumbria.ac.uk Keywords: Arches; Tile vaults; Masonry; Reinforcement; Glass mesh.
A structural engineer is often confronted with a standing, apparently competent, structure that seems to defy most of the rules of structural behavior as incorporated in modern building codes.
The engineer must then choose between reinforcing the structure according to a modern understanding of material strength and structural behavior or trying to make sense of the behavior and anticipated strength of the structure on a more fundamental level.
Traditional retrofit methods combined to innovative materials can be helpful in the matter, opening new scenarios for engineers [2], [3], [4], [5], [6].
Acknowledgements The experimental work was developed within the research program funded by the Italian Department of Civil Protection (ReLUIS).

.] // Surveys in electronic engineering.
Merkulov, Vortex effect and its application in engineering / Moscow.
Mechanical Engineering, 1969. 369 p
Rezefald, Gas Purification / Moscow, Chemical Engineering, 1968. 198 pp
Kobelev, The methodology for calculating the automated trap in ventilation systems of external building structures / Industrial and civil construction №1. 2009, pp. 26-31

Adsorption Properties of Dye onto Mg/Al-CO3 Layered Double Hydroxide Lifang Zhang1, Dezhou Wei2 1School of Environmental and Chemical Engineering Shenyang Ligong University, Shenyang, China flz1997@163.com 2School of Resources & Civil Engineering, Northeastern University, Shenyang, China Keywords: adsorption; dye; layered double hydroxide Abstract.
Akar, “Biosorption performance of surface modified biomass obtained from pyracantha coccinea for the decolorization of dye contaminatied solutions,” Chemical Engineering Journal, vol.160, pp. 466-472, 2010
Dönmez, “Methylene blue biosorption by Rhizopus arrhizus: effect of SDS (sodium dodecylsufate) surfactant on biosorption proterties, ” Chemical Engineering Journal, vol. 158, pp. 474-481, 2010
El-Shazly, “ Kinetics and equilibrium modeling of Se(IV) removal from aqueous solutions using metal oxides, ”Chemical Engineering Journal, vol, 160 , pp. 63-71, 2010

Damage Detection of Shear Connectors Based on Power Spectral Density Transmissibility Jun Li1, a, Hong Hao1,b 1School of Civil and Resource Engineering, The University of Western Australia, Australia.
Acknowledgement The work described in this paper was supported by "Supporting Infrastructure Management by Combining Sensors and Asset Information Models - Project No. 3104", Australia Cooperative Research Centre for Integrated Engineering Asset Management (CIEAM-II).
Hao, Assessment of shear connection condition in slab-girder bridges by wavelet based Kullback-Leibler distance, Proceedings of Australasian Structural Engineering Conference 2008, Melbourne, Australia, 2008, Paper No. 069
Piersol, Engineering applications of correlation and spectral analysis, John Wiley and Sons, USA, 1980
Ross, Introduction to probability and statistics for engineers and scientists, Third edition, Elsevier Academic Press, USA, 2004.

Horizontal Distribution of Salinity in the Estuary of Palu River ADI Sucipto1,a*, MUHAMMAD ARSYAD Thaha2,b, MUKHSAN Putra Hatta2,c FAISAL Mahmuddin3,d 1Doctoral Student, Civil Engineering Departement, Faculty of Engineering, Hasanuddin University, Jl.
Poros Malino, Borongloe, Bontomarannu, Gowa Regency, South Sulawesi, 92171, Indonesia 2Civil Engineering Departement, Faculty of Engineering, Hasanuddin University, Jl.
Poros Malino, Borongloe, Bontomarannu, Gowa Regency, South Sulawesi, 92171, Indonesia 3Naval Architecture Departement, Faculty of Engineering, Hasanuddin University, Jl.

Influence of Grey System Parameter Identification Method on Prediction of Bearing Capacity of Piles Fang Yang1, a, Linzhu Sun2, b, Ziling Xie3, c and Yagang Zhou4, d 1, 2, 3, 4School of Architecture and Civil Engineering, Wenzhou University, Zhejiang, China ayf3077@126.com, blinzhusun@163.com, cxiezl@wzu.edu.cn, dzhouyg@wzu.edu.cn Keywords: model GM (1,1); difference method; optimization method; bearing capacity of overlength pile; prediction Abstract.
Therefore, it has important engineering significance to build a bearing capacity model based on incomplete load - displacement curve, used to predict the ultimate bearing capacity of overlength piles.
By studying the influence of grey system parameter identification method on prediction of bearing capacity of overlength piles, we find that the grey optimization model based on optimization method expands the application scope of the grey difference model and that when the grey optimization model is used to predict the bearing capacity of overlength piles, the prediction accuracy is improved and the predicted values can be used for reference for engineering applications.
Geotechnical Engineering Technique, 2001, (4): 204-207
Theory Development and Practice of Pile Foundation Engineering [M].

Evaluations of Nano-sized Hydrated Lime on the Moisture Susceptibility of Hot Mix Asphalt Mixtures Junan Shen1, Zhaoxing Xie2, Feipeng Xiao3, Wenzhong Fan4 1,2,3, Suzhou University of Science and Technology, China 1,2Georgia Southern University, USA 4Suzhou Traffic Engineering Group Cooperation, Suzhou, China 1shenjunan@hotmail.com 2xzx9898@163.com 3 fpxiao@gmail.com 4 fanwenzhong2000@sohu.com Keywords: Nano lime; Anti-stripping additive; Indirect tensile strength; Flow; Toughness Abstract: The objective of this study was to evaluate the effect of nano-sized hydrated lime on the moisture susceptibility of the hot mix asphalt (HMA) mixtures in terms of three methodologies to introduce into the mixtures.
The engineering properties of coarse and fine aggregate sources are shown in Table 1.
Journal of Materials in Civil Engineering, Vol. 19, No. 6, pp. 475-483 [2] Kringos, N., Scarpas, A., Copeland, A., Youtcheff, J., 2008, Modelling of combined physical-mechanical moisture-induced damage in asphaltic mixes Part 2: Moisture susceptibility parameters, International Journal of Pavement Engineering, v 9(2), p129-151 [3] Xiao F. and Amirkhanian S.N. 2009, Laboratory investigation of moisture damage in rubberized asphalt mixtures containing reclaimed asphalt pavement, International Journal of Pavement Engineering, Vol.10, No.5, pp.319-328 [4] Taylor, M.

Zhou 1 1 Department of Hydraulic Engineering, Tsinghua University, Beijing, China 2 Civil & Structural Engineering Department, The HongKong Polytechnic University, China 3 Center for Rockbursts & Induced Seismicity Research, Northeastern University, Shenyang, China Keywords: Coalescence mode, Confining effect, Perpendicular distance, Traction coalescence Abstract.
The mechanism of failure occurred in brittle medium due to crack nucleation, propagation and coalescence under confingment condition is one of the most important concerns in rock mechanics and rock engineering.
Rock Mech.min.Sci., 35(2), (1998), p.147-164 [7] R.H.C.Wong, P.Lin, et al: Key Engineering materials,183-187 (2000), p.857-862 [8] P.Lin, R.H.C.Wong, et al: Key engineering materials, 183-187 (2000), p.809-814 [9] C.A.Tang, P.Lin, et al: Int.