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Mechanical Behavior Research of Recycled Concrete Small-sized Hollow Block Based on Load Test Jinsong Lei1, a, Zhiping Zhou2,b, Yali Wang1,c, Honghong Wang1,d 1College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan, 621010, China 2Zhejiang Zhongnan Construction Group Co., Ltd., Hangzhou, Zhejiang, 310051, China a173266820@ qq.com, b57420187 @qq.com, c327845002@ qq.com, d541196921@ qq.com Keywords: Recycled concrete, Hollow block, Mechanical behavior, Load test Abstract.
Hu: Recycled concrete hollow block masonry performance, Journal of structural engineer , 2006, (3), 58-71 [5] T.
Journal of Sichuan University: Engineering Science Edition, 2009, 41(3), 202-208.

Experimental studies on basic performance and application of self-compacting concrete using waste brick recycled coarse aggregate Yingli Liu 1, a, Hanqing Liu 1, b, Lin Gao 1, c 1College of Civil and Architectural Engineering, Hebei United University, Tangshan, Hebei, 063009, China aemail:lylseff@126.com, bemail:liu864899737@126.com, cemail:gaolin_heut@126.com Keywords: Sustainable Development, Waste Clay Brick, Recycled Concrete, Grading of Aggregate, Water Cement Ratio.
Then the following conclusion can be drawn: self-compacting concrete using waste brick recycled coarse aggregate can be applied to practical engineering, and possesses good work performance.
(3) Based on the contrast of the seismic behavior between ordinary masonry wall and combined masonry wall, we conclude that self-compacting concrete using waste brick recycled coarse aggregate can be applied to practical engineering, and possesses good work performance

Production Of Biogas From Anaerobic Co-Digestion Of Oil Palm Mesocarp Fibre And Cattle Manure: In Batch Ain Zubaidah Mohd Sabri1,a, Hazwani Samsudin1,b, Syahrul Syazwan Yaacob1,c, Muhamad Ali Muhammad Yuzir2,d* 1 Department of Environmental Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia. 2 Institute of Environmental and Water Resources management (IPASA), Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia.
Journal of Engineering and Applied Sciences 6(6): 446-451, 2011

The Local Buckling Analysis of Houdingxiang Bridge in the Process of Pushing Hongsheng Wu1, Hua Wei2, Yu Zou2, Yanming Li1and Haijun Wang2, a* 1The 5th Construction Company LTD, China 15th Corporation, Luoyang, China 2School of Civil Engineering, Shenyang University of Technology, Shenyang, China aWang_navy@hotmail.com Keywords: Incremental launching, Arch induced local buckling, ABAQUS, Stress concentration.
References [1] Sue Armstrong: A Steel Deck Vol. 4 (2004), p. 16 [2] Bouchon E, Gillet G, Bouvy B, et al: Ouvrages d'Art Vol. 6 (2001), p. 3 [3] Graciano Carlos: Journal of Structural Engineering Vol. 2 (2005), p.268 [4] Shu H S and Wang Y C: Journal of Bridge Engineering Vol. 1 (2001), p. 63

Introduction Testing machine for rock breaking is a mechanical equipment used in civil engineering, which drives the spindle by means of its control system.
West China Exploration Engineering, 1998,10(1):44-45
Chinese Journal of Rock Mechanics and Engineering, 2012, (12):2453-2464

Crack analysis of reinforced wooden housing model through shaking table test in villages and towns Ji Zhou1,2，a, Jing He1,b, Yanhui Zhang3,c and Cunlei Zhou1,d 1School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2Civil Engineering Technology Research Center of Hebei Province, No. 5340 Xiping Road, Beichen District, Tianjin, 300401, China 3Institute of Building Structures, China Academy of building Research, No. 30 Beisanhuan east Road, Beijing, 100013, China azjzj-1978@163.com, bzcl19841208@163.com, czyh87682004@yahoo.com.cn, d 515700909 @qq.com Keywords: wooden houses, reinforced method, shaking table, crack analysis Abstract.
References [1] Chengyu Li, Seismic performance of Chenxi Wooden Frame Houses, Earthquake Resistant Engineering, 1982, (4):12-15

A.3,c Institutes for Infrastructure Engineering and Sustainable Management Faculty of Civil Engineering Universiti Teknologi Mara Shah Alam, Selangor Malaysia Email: a ruslanridzuan@yahoo.co.uk, bkrul_niza@yahoo.com , cfadiil2003@yahoo.co.uk Keywords: Polymeric concrete; compressive strength; waste paper sludge ash; recycled concrete aggregate; and alkaline activators.
Thus in recent years, the use of recycled concrete aggregate has gained tremendous momentum in constructional engineering.

The Influence of Leachate Refluence on Dry Mesophilic Co-Fermentation Fubin Yin1,a, Zifu Li1,b, Shuang Hou1,c, Xiaofeng Bai1,d and Tingting Wang1,e 1School of Civil & Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China acarft_257@163.com, bzifulee@yahoo.com.cn, chs_henan_2009@126.com, dhuanjing060546@163.com, ebjkjwtt@yahoo.cn Keywords: Leachate Refluence, Dry Co-Fermentation, Mesophilic, Biogas.
With the development of engineering technology, the dry co-fermentation has gradually entered people's vision and attracted more and more attentions [7].
Biosystems Engineering, 2006, 95(2):245-254.

Investigation of Properties of Coated Hollow Mini-Spheres Viktors Mironovs1,a, Alexey Tatarinov1,b, Ervins Blumbergs1,c *, and Irina Boiko2,d 1Riga Technical University, Faculty of Civil Engineering, Laboratory of Powder Materials, Kipsalas Street 6A, Riga, Latvia 2Riga Technical University, Faculty of Mechanical Engineering, Transport and Aeronautics, Institute of Mechanical Engineering, Viskalu Street 36A, Riga, Latvia aviktors.mironovs@rtu.lv, baleksejs.tatarinovs@rtu.lv, cervins.blumbergs@rtu.lv, dirina.boiko@rtu.lv *corresponding author Keywords: Metal hollow mini-spheres; metal coating; physical properties; surface properties Abstract.

Study on Mechanical Properties of Steel on Transmission Tower under Icing Load Chuncheng Liu1,a, Dapeng Huang1,b*, Yiling Zhang1,c, Geng Yang1,d, Da Qu1,e and Chunlei Lv1,f 1School of Civil Engineering and Architecture, Northeast Electric Power University, Jilin Jilin 132012, P.
Engineering Background Qidian-Luoping 500kV transmission line project started construction in 2005 and was formally launched in 2006.
Conclusion Based on the actual engineering background and using the ANSYS finite element software to establish a one tower with two lines model.