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., Ltd, MCC, Xitucheng Road 33, Beijing, China 2Dept of Civil, Environ & Geomatic Eng, Faculty of Engineering Science, University College London, United Kingdom 3School of Planning, Architecture and Civil Engineering, Queen's University Belfast, Northern Ireland BT7 1NN, United Kingdom aty@chinahpc.net, b388560@qq.com, cyun.bai@ucl.ac.uk,dm.basheer@qub.ac.uk Keywords: concrete permeability; autoclam; seepage height.
Wu, Assessment of concrete permeability by a nondestructive method, Key Engineering Materials, Vols. 405-406 (2009) 309-314

Acoustic-emission Wave Response to a Dislocation Source in Layered Media Ruichong Zhang Department of Civil and Environmental Engineering, College of Engineering and Computational Sciences, Colorado School of Mines, Golden, Colorado, USA rzhang@mines.edu Keywords: acoustic emission, wave propagation and scattering, dislocation source Abstract.
Ohtsu, Acoustic Emission Testing - Basics for Research-Applications in Civil Engineering.

Introduction Accidental and intentional impacts on building facades and civil infrastructure are on the increase.
Acknowledgements This contribution is the result of the research supported by School of Civil Engineering and Built Environment, Queensland University of Technology (QUT), Brisbane, Australia.
Alderson, Auxetic materials for sports applications, Procedia Engineering. 72(2014) 453–458
Peerlings, Strain based transient-gradient damage model for failure analyses, Computer Methods in Applied Mechanics and Engineering. 160(1998) 133-153

Experimental Research on Hysteretic Behavior of top-seat Angles Beam-column Connections Wang Xinwu1, a, Han Dong2, b 1 Department of Civil Engineering, Luoyang College of Technology Luoyang 471023, China 2 School of Civil Engineering And Architecture,Wuhan University of Technology Wuhan, Hubei 430070, China awxw197100@sina.com, bhandong1851@126.com Keywords:.
[3] A．Ghobarah, A.Osman and R.M.Korol, Behaviour of extended end-plate connections under cyclic loading[J], Engineering and Structure, vol.12.pp.15～27,January 1990

In this paper, aiming at the questions that electronic delay detonators have low delay precision and are easily affected by the blast wave in engineering blasting, the delay and control module circuit of electronic delay detonators is designed based on PLD, according to the principle of electronic delay detonator.
Introduce In recent years, with the development of national economy and the acceleration of social pace , the increase of the large engineering, such as urban building demolition, construction of railway, mine safety mining, and rivers flood, makes the increase of the application of the blast and expand in size.
In this paper, aiming at the questions that electronic delay detonators have low delay precision and are easily affected by the blast wave in engineering blasting, the delay and control module circuit of electronic delay detonators is designed based on PLD, according to the principle of electronic delay detonator.
Because crystal oscillator is high precision and poor impact resistance performance, it can not reach the requirements of impact resistant overload in civil blasting.
But the advantages of high precision make it suit for the civil blasting fields.

Analysis about the Properties Impact of the Recycled Aggregate which were caused by Different Produced Methods and Original Concrete Muxiang Dai 1, a, Xiaoe Zhu 2,b and Xujun Chen 3,c 1College of Civil Engineering and Urban Construction, Jiujiang University, China aannaka@qq.com, bzhuxiaoe@126.com, ccxuj98152@163.com Keywords: Recycled aggregate, produced methods, original concrete Abstract.
If the recycled aggregate is needed for road construction, the engineers must consider the wear resistance of recycled aggregate.
(In Chinese) [3] Gaifei Peng, in: Civil engineering materials. 

Development of Splice Connections for Precast Concrete Structures Ahmad Baharuddin Abd Rahman1,,a, Jen Hua Ling2,b, Zuhairi Abd Hamid3,c, Mohd Hanim Osman1,d, Shahrin Mohammad1,e and A Aziz Saim1,f 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia 2School of Engineering and Technology, University College of Technology Sarawak, 96000 Sibu, Sarawak, Malaysia 3Construction Research Institute of Malaysia (CREAM), Jalan Chan Sow Lin, Malaysia 1,abaharfka@utm.my Keywords: splice sleeve, anchorage bond, grouted sleeve, precast concrete connection Abstract.
Hamid, 2008, “Performance of CS-Sleeve under Direct Tensile Load: Part I - Failure Modes”, Malaysian Journal of Civil Engineering, Vol. 20, No 1, pp 89-106.

ANALYSIS OF WOOD LAMINATED BEAMS REINFORCED WITH SISAL FIBRES Nilson Tadeu Mascia1,a, Raul Martini Mayer2,b, Reinaldo Washington Moraes3,c 1,2,3School of Civil Engineering, State University of Campinas.
Epoxy, in general, is classified as a structural adhesive or engineering adhesive.
Journal of Civil Engineering and Architecture, 4 (2010) (12):1-7

Finite fault modeling for the Wenchuan earthquake using hybrid slip model with truncated normal distributed source parameters SUN Xiaodan 1, a, TAO Xiaxin 2,b and Liu Chengqing1,c 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China asunxd@home.swjtu.edu.cn, btaoxiaxin@yahoo.com.cn, clcqtj@163.com Keywords: Hybrid slip model; truncated normal distribution; finite fault model; Wenchuan earthquake Abstract.
Harbin Institute of Engineering Mechanics, China Earthquake Administration, 2004(in Chinese)

Experimental Study on Compressive Behavior of CFRP Confined Concrete Columns Weihua Ma a Hongzhen Kang b Department of Civil Engineering, Tangshan College, Tangshan 063000, China a mwh99@163.com, b thkhz@sina.com Keywords: CFRP, Confined concrete column, Compressive ratio, Reinforcement Abstract.
Introduction Building renovation and expansion is one of the more common engineering practices, the safety of which is mainly related to its structural reinforcement issues.
China Civil Engineering Journal.