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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).

Effect of Tidal Fences on the Stress and Deformation of Bridge Structure Zhaode Zhang1,2, a, Zhenxing Cheng1, 3,b , Zhongjian Sun1,c and Zhibo Tang1,d 1School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan, Zhejiang 316000, China 2Zhejiang (Jiuhe) Advanced Marine Technology R and D Center Zhoushan, Zhejiang 316000, China 3Key Laboratory of Ship Engineering of Zhejiang Province, Zhoushan, Zhejiang 316000, China azzd@zjou.edu.cn, bczx.xxx@163.com, c sunzhongjian@hotmail.com, dtzb@zjou.edu.cn Keywords: Tidal Energy; Bridge; Structure; Strength; Tidal Fence.
Fahua Zhang[3] issued a topic of building experimental tidal power station with the mechanical engineering and marine structures.
Journal of Hydroelectric Engineering.
Journal of Hydroelectric Engineering.
Journal of Harbin Engineering University, Vol.30(10)(2009) (in Chinese) [5] Yong Zeng, Airong Chen, Rujin Ma: Fracture Strength of Wires with Cracks in Suspension Bridge.

Sulfur mineral species are also commonly encountered during civil engineering works.
Fig. 1 Options and effectiveness with the stages of tunnel engineering As the original geochemical conditions of sulfide-bearing rocks are alternated and parts of the rocks may be weathered.
Of the prevention and mitigation of ARD in tunnel engineering, a tunnel designer can reference the recent and widely accepted methods in mining engineering, since the generation of ARD due to tunnel construction is analogical to that of mining engineering.
Oyama, Deterioration of water quality in a reservoir receiving pyrite-bearing rock drainage and its geochemical modeling, Engineering Geology, 55 (1999) 45-55
Oyama, Mechanism and effect of chemical weathering of sedimentary rocks, Engineering Geology, 55 (1999) 3-14

Reference [1] D.L.Li, F.W.Cao, J.Zhang: The Applications of Pulsed Power in Environment Engineering, High Voltage Engineering, Vol. 28 (2002), pp.35-38
[11] L.S.Fan, L.Z.Liu, X.J.Zhang: Research on Nanosecond Electromagnetic Pulse Simulators, Journal of Ordnance Engineering College, Vol.16(2004),pp.58 - 61
[15] Q.G.Zhang, Y.C.Qiu: Analysis and Design of Switch-Transfer Circuit for High Voltage Nanosecond Pulses, Advanced Technology of Electrical Engineering and Energy(1996),pp.11-16
[18] F.J.Sun, Y.C.Qiu, A.C.Qiu: Experimental Study of the Discharge Channel Image on Multigap Gas Spark Switch, Voltage Engineering, Vol.27(2001),pp.49-52
[19] W.F.Chen, Y.J.Cao, X.Zhou: Optimization Design of GTEM Cell Adapter for an EMP Simulator, Voltage Engineering, Vol.35(2009),pp.2102-2107.

Numerical Solution of Temperature Field for Stress Analysis of Plate Structures Radim Cajka 1, a 1Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic aradim.cajka@vsb.cz Keywords: Transient Temperature Field, Hydration Heat, Shallow Foundations, Sliding Joint, Plate Structure, Fire Resistance Abstract.
Journal of Structural Fire Engineering, Volume 1, Number 4, December 2010, Multi-Science Publishing, ISSN 2040-2317 [7] R.
International Conference Application of Structural Fire Engineering.
Procedia Engineering, Volume 65, 2013, Pages 230-235, ISSN 1877-7058, doi: 10.1016/j.proeng.2013.09.035 [18] R.
Procedia Engineering, Volume 65, 2013, Pages 393-396, ISSN 1877-7058, doi: 10.1016/j.proeng.2013.09.061

As consciousness of people on environmental protection and emphasis of transmission and transformation project on environment gradually strengthen, control of noise within transformer substation boundary has become important content for transformer substation engineering design and construction.
In allusion to characteristics of all kinds of sound absorption structure and in combination with noise spectrum characteristic of transformer in transformer substation and engineering application requirements, this Text presents combination sound absorber.
Test system mainly consists of three sections, including civil engineering standing wave tube, sound source system (acoustic frequency signal generator), receiving system (microphone) and analytic system (two-passage acoustics analysis meter).
During practical engineering applications, appropriate sound absorber may be selected in combination with actual environmental requirements and characteristics of different sound absorber through adjusting materials of absorbers, cavity thickness and punching rate etc.
[6] Noise and Vibration Control Engineering Manual, Ma Dayou, China Machine Press, 2002.9 [7] Modern Acoustic Theory Basis, Ma Dayou, Science Press, 2004.3

(2) Housing Intrinsic Vulnerability Assessment Index The vulnerability of housing is mainly measured by the structure (and materials) and service time of the housing, which should be calculated in line with the following formula, respectively: Hvul=i=14（SiS）∙VIDi (8) Hvul（T）=TuseTdesign (9) Where: i is the category of housing structure, 1 thru. 4 represents the civil structure, brick structure, masonry concrete structure and reinforced concrete structure in sequence; Si is the housing area of the corresponding structure, S is the total housing area within this region, VIDi is the average loss rate of i-th class housing with respect to the tailings pond dam-break hazard, Tuse is the already service years of the building, and Tdesign is the design service
The special disaster response capability refers to a variety of engineering and non-engineering disaster resilience measures provided for the prevention and treatment of the tailings pond dam-break hazards, including the disaster forecasting capability index and engineering disaster resilience index.
China Mine Engineering, Vol.38 (2009), p. 42 [2] Information on http://www.chinasafety.gov.cn [3] Y.B Shu, Z.X Li.
Minerals Engineering, Vol.11 (1998), p. 1179 [5] Z.Z.
World Earthquake Engineering, Vol.26 (2010), p. 346 [7] G.D.

Control and Behavior Prediction of Personnel Evacuation in Underground Ventilation Equipment Room on Fire Chun GUO1, a, Mingnian WANG 2,b and Li YU3,c 1,2,3School of Civil Engineering, Southwest Jiaotong University, Chengdu, P.R.China a chunguoline@qq.com, b 1990622@163.com, c yuli1026@163.com Keywords: Fire disaster, Personnel evacuation, Control, Behavior prediction.
And 1.0~1.5m/s is set for urban underground engineering and ground buildings, due to the complexity of the escaping routes.
Engineering adopts the concept of movement rate to show the difficulty to go through the door, which means the number of people who pass the door in a time unit.
Based on fire engineering and practical implementation, the urban underground engineering gets the statistic data of 43 person/(m.min) for a single line of people to evacuate.
Evacuation model of underground ventilation equipment room fire EXODUS is a comprehensive evacuation model devised by the fire prevention and safety engineering group (FSEG) of the School of Computing and Mathematical Sciences in British Greenwich university.