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Lourenço.c ISISE, Department of Civil Engineering, University of Minho, Campus de Azurém 4800-058 Guimarães, Portugal avghaach@civil.uminho.pt, bgraca@civil.uminho.pt, cpbl@civil.uminho.pt Keywords: Concrete block reinforced masonry; Masonry beams, Construction technology; Bed joint reinforcement; Flexural testing.

Lourenço1,c 1University of Minho, ISISE - Dept. of Civil Engineering, Azurém, 4800-058 Guimarães, Portugal ahssousa@civil.uminho.pt, bjbranco@civil.uminho.pt, cpbl@civil.uminho.pt Keywords: chestnut timber; visual inspection; visual strength classes; variation analysis; subjectivity evaluation.

B.P. 1524, El Mnaouer, Oran 31000; Algeria. 1,2,5Department of Civil Engineering, Laboratory of Materials, LABMAT, ENSET, BP. 1523, El Mnaouer, Oran 31000, Algeria.
The durability of the concrete is an important engineering property.
Many engineers still have limited knowledge of the way in which PET influences the properties of concrete.
Ph.D. thesis, School of Civil Engineering, Asian Institute of Technology, 2001
Mouli, Effect of mineral admixture on resistance to sulphuric and hydrochloric acid attacks in self-compacting concrete, Canadian Journal of Civil Engineering, 37 (2010) 441-449

Wind-induced Vibration Response Analysis of a High-rise Structure Yujie Pan1, a, Zhongrong Lv1, b and Jike Liu1, c 1School of Engineering, Sun Yat-sen University, Guangzhou, China, 510006 apires_pan@163.com, blvzhr@mail.sysu.edu.cn, cliujike@mail.sysu.edu.cn Keywords: Guangzhou New TV Tower, Autoregressive Method, Wind-induced Vibration Abstract.
According to several theories, such as wind engineering, vibration theory and random process, we succeed to model 37-dimensional correlated random wind velocity and it is used for the response analysis.
Davenport: The spectrum of horizontal gustiness near the ground in high winds, J.Royal Meteorol.Soc., (1987), p. 194 [2] ASCE 7-93: Minimum design loads for buildings and other structures, American Society of Civil Engineers. (1993) [3] Simiu, E. and Scanlan, R.H.

Research on Application of Deep Foundation Pit Decompression Dewatering Technology and Impact on Surrounding Environment DONG Dong Zhang1, 2, a, Jun Wen Ding2, b, Rong Biao Wang 2, c 1 Institute of Engineering Safety and Disaster Prevention, Dept. of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China 2 Shanghai Institute of Geological Engineering Exploration, Shanghai 200072, China a mengdong02@163.com, b javein@mail.sigee.com.cn, c zgb@shdkkc.com Keywords: Deep foundation pit, Pumping Test, Decompression Dewatering, Environmental Impact Abstract.
The studies application of deep foundation pit decompression technology focusing on special engineering geological and hydrogeological conditions.
Precipitation summarizes the impact on the surrounding environment and control foundation pit dewatering process, highly valuable reference for other engineering.
Engineering Condition Engineering Geological and Hydrogeologic Condition.
Conclusion Combining with foundation dewatering example of Station, where engineering geology and hydro-geological condition are very complex, this paper calculates foundation pit inrush using hydrogeological parameter, gets the judgment method of inrush calculation, further puts forward the design scheme of decompression dewatering, and achieves good results by comparison of engineering field measured data.

Oyawoye1,b 1Department of Civil Engineering, Covenant University, Ota, Ogun state, Nigeria *arotimi.olofinnade@covenantuniversity.edu.ng, bisaac.oyawoye@stu.cu.edu.ng Keywords: Calcined clay, Compressive strength, Natural aggregate, Recycled concrete aggregate, water absorption, workability, porosity, Sustainability.
According to the study of US concrete report [3] and Neville [4], it was mentioned that concrete is basically a man-made material that comprises of cement, aggregates and water with widespread applications for constructing civil engineering structures.
International Journal of Engineering and Technology Innovation, 7(2017), 280–291
Engineering Sciences 3, (2008), 30 – 36
Proc. of the 2nd International conference on advances in civil Engineering, 26-28, December, 2014, Chittagong, Bangladesh

Optimal Study of Reinforcement on a Karst Slope of Shui-Nan Highway Jinhui Liu1,a and Wantao Ding2,b 1Shandong Jiaotong University, Civil engineering department, Jinan, China; 2Geotechnical & Structural Engineering Research Center of Shandong University, Jinan, China; aLiumengdi1996@163.com, bdingwantao@sdu.edu.cn Keywords: Karst slope; heavy rainfall; numerical simulation; anchor cable; anti-slide pile Abstract.
Introduction It is often for engineering construction to meet slop treatment in hydraulic and hydropower, transportation, mining and national defence project.
Engineering Situation There is an ancient slope in left slope of ShuiNan highway (K133+180).
Journal of Engineering Geology,Vol.13(2):200-205
Chinese Journal of Rock Mechanics and Engineering,Vol.27 Supp.2:3692-3698

Physical and Chemical Characteristics of High Clay Content Dredger Fill in Different Regions Xiaoping Su1, a, Jing Song2, b 1 School of Civil Engineering, Changchun Institute of Technology, Changchun, Jilin, 130012, China 2 Department of Earth Science, Sun yatsen University, Guangzhou, Guangdong, 510275, China asxp5400@163.com, beasky@126.com Keywords: High Clay Content Dredger Fill, Granulometric Composition, Mineral Composition, Physical and Chemical Characteristics.
Acknowledgements The project was funded by the key laboratory of civil engineering earthquake resistance and disaster reduction of Jilin province.
References [1] Wang Qing and Xiao Shu-fang, “A review on the engineering geology of marine soft soil,” World Geology, 2000,3,pp.253-257 (In Chinese)
[3] Zhang Cheng-liang, Hong Zhen-shun, and Deng Yong-feng, “Fill treatment of dredged silt and research development,” Subgrade Engineering, 2007,1, pp.12-14 (In Chinese)
[13] Tang Da-xiong, Wang Qing, and Zhang Wen-shu, “Engineering geotechnics,” Beijing: Geological Publishing House, 1999 (In Chinese).

Citation & Key Engineering Materials Vols
Diamond saw blades are widely used in cutting concrete materials in civil engineering industry.
Introduction Diamond saw blades are widely used in cutting concrete material for the civil engineering industry.
Wei: Tool Engineering Vol. 35 (2001), p. 21 (in Chinese) [8] Y.N.
Wei: Tool Engineering Vol. 35 (2001), p. 10 (in Chinese) [9] Y.L.

Persico, Applied Thermal Engineering. 30 (2010), p.1369 [3] J.
Ahmad, Procedia Engineering. 20(2011), p.238 [6] W.
Deng, Civil Engineering Journal. 43(2010), p.421 [19] X.
Cui, Civil Engineering Journal. 43(2010), p.430 [20] Ch.
Zhao, Applied Thermal Engineering. 31(2011), p.970 [24] W.