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Experimental study on seismic performance of steel reinforced recycled concrete column Jianyang Xue1, a, Jianpeng Lin2,b and Hui Ma3,c 1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 2 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China 3 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, China ajianyang_xue@163.com Keywords: steel reinforced recycled concrete column; seismic performance; replacement ratio of recycled aggregate; axial compression ratio; volumetric stirrup ratio Abstract.
How to produce high quality concrete mixes with recycled concrete aggregate[C] Construction Waste Recycling and Civil Engineering Sustainable Development— Proceedings of the 2nd International Conference on Waste Engineering and Management, Tongji University, Shanghai, China, RILEM Publications SARL, 2010: 11-35
Earthquake Engineering[M].

Research Development in Void Formation Mechanism and Elimination Method During RTM Process Mei Yang1,a, Qingshen Zeng2,b,Hongyu Wang3,c and Weixing Zhang4,d 1 College of civil and architecture engineering, Hebei polytechnic univercity, Thanshan, 063009, China a yangmei@whut.edu.cn 2 College of civil and architecture engineering, Hebei polytechnic univercity, Thanshan, 063009, China zeng121x@163.com 3 College of civil and architecture engineering, Hebei polytechnic univercity, Thanshan, 063009, China Wanghongyu19860602@126.com 4 College of civil and architecture engineering, Hebei polytechnic univercity, Thanshan, 063009, China zhangweixing@yahoo.com Key words: RTM; Void; Numerical simulation Abstract: Resin transfer molding (RTM) is a very important category of low cost fibre reinforcement composite material manufacturing technique.
Application of Engineering Plastics, 2009, 37(4): 42-44
Material Engineering, 2007, 5: 11-18

Koroteev1,d 1Department of Architecture & Civil Engineering, RUDN University, Moscow, Russia amiharun@yandex.ru, byvnikolenko39@gmail.com, cnastashevskaya1@yandex.ru, dd241184@gmail.com Keywords: Self-compacting concrete, Thermal treatment, Compressive strength.
With the construction of such structures, the use of Molten Concrete Mixtures became the necessity for civil constructions.
Chatzopoulos, Production of Durable Self-Compacting Concrete Using Ladle Furnace Slag (LFS) as Filler Material, Materials of the 7th Scientific-Technical Conference on Material Problems in Civil Engineering MATBUD'2015, Proc.
Mulyawan Saptaji, Self-Compacting Concrete with Recycled Traditional Roof Tile Powder, Materials of the 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE), Procedia Engineering. 54 (2013) 805-816
Stashevskaya, About the technology of concrete works in cast-in-situ building construction, Bulletin of the RUDN University, Series: Engineering Studies. 41 (2014) 84-89

Condensation of Water Vapour in the Functional Gap of Window - Experimental Measurement of Exfiltration at 15 Pa Adela Palková1,a *, Ľuboš Kamenický 2,b and Milan Palko 3,c 1,2,3 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinskeho 11, 813 68 Bratislava, Slovak Republic aadela.palkova@stuba.sk, blubos.kamenicky@stuba.sk, cmilan.palko@stuba.sk Keywords: Water vapour, condensation, windows.
The experimental measurements were held in a laboratory of heat engineering of the Slovak university of Technology in Bratislava – in a big climatic chamber for synergic phenomena of heat transfer, water vapour diffusion and air filtration.
Introduction The experimental measurements were held in a laboratory of heat engineering of the Slovak university of Technology in Bratislava – in a big climatic chamber for synergic phenomena of heat transfer, water vapour diffusion and air filtration.
Fundamentals and Engineering Methods with Examples and Exercises.
International Scientific Conference departments and institutes civil engineering conference.

However, when it comes to monitor typical civil engineering buildings like masonry or reinforced concrete structures, such simple, localized 'cuts' usually do not occur ([10]).
Thus the main subject of structural health monitoring for civil engineering structures is to monitor changes in their stiffness distributions using methods belonging rather to the finite element update techniques ([2]) than to the classic damage detection procedures.
An extended numerical analysis including the effect of measuring noise and covering various beam and frame types, as well as specific situations met in civil engineering (e.g. plastic hinge developments for reinforced concrete structures) has been recently carried out by the authors of this paper ([9]).
Zembaty: Soil Dynamics & Earthquake Engineering Vol.29 (2009), p. 311 [4] G.R.Liu, S.C.Chen: Journal of Sound and Vibration Vol. 254 (2002), p. 823 [5] J.Maeck, G.De Roeck: Journal of Sound and Vibration Vol.225 (1999), p.153 [6] Meydan: Sensors and Actuators A Vol.59 (1997), p.43 [7] J.
Harri: Engineering Structures Vol. 24 (2002), p. 501 [8] A.Swiercz, P.Kołakowski, J.Holnicki-Szulc: Key Engineering Materials Vol.374 (2007), p.427 [9] S.Kokot, Z.Zembaty: Engineering Structures 2009, (accepted for publication) [10] Z.Zembaty, M.Kowalski, S.Pospisil: Engineering Structures Vol.28 (2006), p.668

Proceedings of 1st International Conference on Parallel, Distributed and Grid Computing for Engineering, Civil Comp Proceedings, 90 (2009), pp. 542–549
Sofia, Bulgaria, 3.-4.6.2010, Sofia: L.Karavelov Civil Engineering Higher School Sofia, 2010, pp. 104-109
Key Engineering Materials, Advances in Fracture and Damage Mechanics XII.
Structure and infrastructure engineering. 9 2 (2009) 267-275
Melcer, Structural monitoring in advanced bridge engineering.

Application of root pile to reinforce high embankment Pengcheng Jianga1,2, Lihua Zou*b3, Xu Wangc1 1School of Civil Engineering,Lanzhou Jiaotong University, Lanzhou,Gansu, 730070,PRC 2Guangzhou Railway Group Company,Guangdong,Guangzhou, 510088,PRC 3School of Civil Engineering,Fuzhou University,Fuzhou,Fujian ,350108, PRC a Jpch3@163.com, b Zoulihua66@163.com c Wangxu@mail.lzjtu.cn Keywords: Root pile; Reinforcement; High embankment; Design calculation Abstract.
(1) Superior engineering characteristics.
The design of network structure root piles, to a great extent, depends on the practical engineering experience, and generally regards reinforced soil design as the reference of design.
Engineering practice and effect evaluation The left side of Peking-Kowloon downlink K2155+700~+980 is the embankment filled with sand clay, which height is 22m.
Rock and Soil Mechanics,Vol.124(2003) No.5,p.776-786 [4]R.V.Whitman,W.A.Bailey.Use of computers for slope stability analysis[J].Journal of Soil Mechanics Foundation Division,American Society of Civil Engineering,Vol.16(1993) No.4,p.475-498

Elastic Stiffness Of Volcanic Sand Through Resonant Column Tests Kostas Senetakis1, a * and Anastasios Anastasiadis2, b 1School of Civil and Environmental Engineering, University of New South Wales, Sydney Australia 2Department of Civil Engineering, Aristotle University of Thessaloniki, Thessaloniki Greece ak.senetakis@unsw.edu.au, banas@civil.auth.gr *Corresponding author Keywords: Shear modulus, Elastic stiffness, Resonant column, Wave propagation, Volcanic sand.
Santamarina, Interparticle contact behavior and wave propagation”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 122(10) (1996) 831-839
Coop, The dynamics of a pumice granular soil in dry state under isotropic resonant column testing, Soil Dynamics and Earthquake Engineering, 45 (2013) 70-79
Pitilakis, Dynamic properties of dry sand/rubber (RSM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes", Soil Dynamics and Earthquake Engineering, 33 (2012) 38-53
Lo Priesti, Design parameters from theory to practice, Proceedings, International Conference on Geotechnical Engineering for Coastal Development: Geo-Coast 1991, Coastal Development Institute of Technology, Yokohama, Japan (1991) 877-917.

UNASCERTAINED AVERAGE CLUSTERING ANALYSIS ON SMA MIXTURE RATIO DESIGN Changping Wen1,a, Liang Zhao1,b 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, China aurbanwen@163.com,b444082942@qq.com Keywords: SMA; ratio design; unascertained average clustering analysis Abstract: Based on unascertained mathematical theory, the unascertained average clustering model (UACM) is established in the ratio design of stone matrix asphalt (SMA).
The study shows that UACM has strong applicability; the results meet the engineering requirements, and can be provided a new way of SMA mixture ratio design in practical engineering.
(in Chinese) [2] Section 9 of the General Specification of Civil Engineering Works, 1992 Edition, HongKong
Journal of Harbin Architecture and Engineering Institute, 1990, 23(4): 1-9.
Systems Engineering Theory & Practice, 1999, 19(12): 52-58.

Statement of the problem This paper demonstrates calculation of the foundation mat thermal stressed state with the help of TERM software developed by the Institute of Civil Engineering at the St.
Osobennosti proyektirovaniya i stroitelstva konteynernykh ploshchadok v zimniy period [Aspects of container yard designing in the winter period] (2009) Magazine of Civil Engineering, 6(8), pp. 44-46
Primeneniye chislennogo modelirovaniya pri proyektirovanii tekhnologii obogreva i vyderzhivaniya betona monolitnykh konstruktsiy [Using numeric simulation in designing heating technologies and concrete curing of monolith structures] (2011) Magazine of Civil Engineering, 2(20), pp. 24-28.
Division of Structural Engineering, Lulea University of Technology, Doctoral Thesis (2003) 190 p
Experimental study on creep of new concrete mixtures (2011) Civil Engineering '11 - 3rd International Scientific Conference, Proceedings 3, pp. 20-26