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Ansell2, Pete Walker1 1Department of Architecture and Civil Engineering, University of Bath, BA2 7AY, United Kingdom 2Department of Mechanical Engineering, University of Bath, BA2 7AY, United Kingdom aH.F.Archila.Santos@bath.ac.uk, bM.P.Ansell@bath.ac.uk, cP.Walker@bath.ac.uk Keywords: bamboo, guadua, construction, building Abstract.
Following the regulations of the Colombian building code [5] practitioners, engineers and architects, including the first author, have participated in the construction of pedestrian bridges, large scale commercial and institutional buildings, urban dwellings and holiday homes.

The Stress and Strain Concentrations Associated with Two Interacting Holes in a Finite Thickness Elastic Plate Subjected to Tensile Stress Zheng Yang 1, a, Jian Hou 1,b, Guoyin Wang1 and Zhihua Xiong1 1Department of Civil Engineering, Xi’an Jiaotong University, Xi’an 710049, China azyang@mail.xjtu.edu.cn, bhoujian0323@163.com Keywords: Two interacting holes; Stress concentration factor; Strain concentration factor; Finite-thickness Abstract.
Aerospace Engineering, p. 193 [2] W.D.
[4] D.Broek: Elementary engineering fracture mechanics.

Experimental Research on Heat Preservation and Moisture Transfer Performance of Stalk Concrete Block Jun Fan1,2, a, Fengzhong Sun1,b , Fusheng Liu2,c , Hongbin Wang 2,d 1School of Energy and Power Engineering, Shandong University, China 2 College of Water Conservancy and Civil Engineering, Shandong Agricultural University, China afj0538@sdau.edu.cn, bsfzh@sdu.edu.cn, cliufsh@sdau.edu.cn, dwanghongbin1987@163.com Keywords: compressed wheat stalk brick, stalk concrete block, hollow concrete block, heat prevention performance, moisture transfer performance Abstract.
Table1 Materials for hollow concrete block Material name Specification of material place of origin cement p.c32.5 Taishan cement Ltd. fly ash Class Ⅲ Taian thermal power plant sand fineness modulus 3.2 coarse sand of WenRiver gravel 5-10mm Daolang stone material plant polypropylene fibre Taian tongban engineering plastics Ltd.

Decolorization of Direct yellow R dye from aqueous solution by Aluminum anode electrochemical Nguyen Quang Phi1, 2, a, Sun Zhaonan1, b, Hu Xiaomin1, c 1College of Resources and Civil Engineering, Northeastern University, No. 3-11, Wenhua Road, Heping District, Shenyang, P.
Chemical Engineering Journal Vol. 128 (2007), p. 155 - 161
Chemical Engineer 2 (2007), p.4-7

Research to Blasting Vibration Distribution of an Open Pit Mine Based On Wavelet Packet Theory Yang Yi1,a, Sun Wei 2,b and Li Shufen1,c 1Land resources engineering institute, Kunming University of Science and Technology, KunMing,650093, China. 2School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China akggtyy@163.com, bkmustsw@qq.com, c373151977@qq.com Keywords: Blasting vibration signal; wavelet packet theory, energy feature, open pit Abstract.
Rock Mechanics and Engineering,2004,23(13)

Removal of Zinc by Nano-scale Zero Valent Iron in Groundwater Nik Nurul Ilani Nik Redzauddin1,a, Jalina Kassim2,b and Amnorzahira Amir3,c 1,2,3Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia. 1,2,3 Institute of Infrastructure Engineering and Sustainability Management (IIESM), Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
Removal Of Hexavalent Chromium from Synthetic Waste Water using Synthetic Nano Zero Valent Iron (nZVI) as Adsorbent, International Journal of Innovative Research in Science, Engineering and Technology 2(11), pp. 6140-6149

The Mix Design Method and Performance for C60 Concrete Poles with High Strength, Impermeability and Frost Resistance Hai-jun XING1,a, Xin-tuo HOU2,b,Bin-rong ZHU1, Zi-fu ZHANG1 and Zhen-fu LI1 1China Electric Power Research Institute,Beijing 100055,China; 2School of Civil Engineering, Beijing Jiaotong University,Beijing 100044, China axinghj@epri.sgcc.com.cn, bhouxintuo@163.com *Hai-jun XING Keywords: Concrete pole, C60, Impermeability, Frost resistance, Mix, Mineral Admixtures.
Test Data Analysis In order to ensure that the test data is in conformity with engineering poles, curing conditions of samples shall be the same as that during actual production, with normal-pressure steam curing adopted, so as to speed up the hardening of cement and shorten production period.
Value Engineering,2014, 33(9): 95-97.

A Field Study Of Mould Growth for Institute Higher Education Library Buildings in Malaysia Suriani Ngah Abdul Wahab1,a, Nurul Izma Mohammed 2,b, Mohd Faris Khamidi 3,c and Nazhatulzalkis Jamaludin4,d 1,2,4Department of Civil Engineering, Faculty of Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, Malaysia. 3School of the Built Environment, Heriot-Watt University Malaysia, Level 2, Menara PjH, 2 Jalan Tun Abdul Razak, Precinct 2, 62100 Putrajaya, Malaysia.
Jan, Aerobiological Engineering Handbook A Guide to Airborne Disease and Control Technologies.

Cueto: Recent advances and new challenges in the use of the proper generalized decomposition for solving multidimensional models, Archives of Computational methods in Engineering, Vol.17(4), pp.327-350 [3] J.Y.
Chinesta: Toward a Real Time Control of Toolpath in Milling Processes, Key Engineering Materials, Vol.554, pp.706-713 (2013) [9] M.B.
Yang:Experimental and finite element predictions of residual stresses due to orthogonal metal cutting, International Journal for Numerical Methods in Engineering, Vol.36(9), pp.1487-1507 (1993) [12] W.M.
Sim: Challenges of residual stress and part distortion in the civil airframe industry, International Journal of Microstructure and Materials Properties, Vol.5, No.4/5, pp.446-455 (2010) [13] Y.

Procedures and Techniques Used to Increase the Durability of Weak Masonries with Clay Mortars Daniel Covatariu1, a, Mihai Budescu2, Nicolae Ţăranu3, Irina Lungu4, Ionuţ-Ovidiu Toma5 1,2,3,4,5“Gheorghe Asachi” Technical University from Iaşi, Faculty of Civil Engineering and Building Services, Romania acovadan@ce.tuiasi.ro (corresponding author) Keywords: low-strength mortars, masonry durability, damaged historical masonry, reinforcing fibres, improved joints Abstract.
References [1] Tinazzi Davide, Nanni Antonio (2000), Assesement of Techonologies of Masonry Retrofitting with FRP, 148 pp, University of Missouri-Rolla, Center For Infrastructure Engineering Studies [2] Caspar Groot (2012), Developments On Repointing Of Salt-Laden Historic Masonry in the Netherlands, in Proceedings of CIRea2012 – International Conference on Rehabilitation of Ancient Masonry Structures, Lisabon, ISBN: 978-989-20-3080-7, pp 5-15 [3] Luque A., Cultrone G. and Sebastián E (2010), The Use of Lime Mortars in Restoration Work on Architectural Heritage, pp. 197-207, in “Materials, Technologies and Practice in Historic Heritage Structures”, Springer Science+Business Media B.V., ISBN 8-90-481-2684-2 [4] Pleşu R., Ţăranu G., Covatariu D., Grădinariu I.D. (2011) Strengthening and Rehabilitation Conventional Methods for Masonry Construction, The Bulletin Of The Polytechnic Institute Of Jassy, Construction.
Architecture Section, ISSN: 1224-3884, e-ISSN: 2068-4762, Tomme: LVII (LXI), Fascicle: 2, pp. 59-68 [6] Covatariu D., Toma I.O., Pleşu R., Budescu M. (2011), A Study on Mortar Adherence to Masonry Pieces In Case of Historical Buildings, paper: CT7-14, ISBN: 978-989-654-079-1, http://193.136.66.103/iceubi2011/home, ICEUBI2011 - International Conference on Engineering UBI 2011 – “Innovation and Development”, Covilha, Portugalia [7] Covatariu D., Budescu M. (2012), Investigation on Adherence Characteristics of Low-Strength Mortars Used in the Damaged Historical Masonry Structures, Proceedings of the 8th International Conference on Structural Analysis of Historical Constructions, SAHC 2012, Wroclaw, Poland, ISBN 978-83-7125-218-1, vol.