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Phosphorus Removed by High Calcium Fly Ash Ceramsite in Artificial Biological Filter Bed Shiwei Cao 1, 2, a, Wei Chen 1, b and Zhaoqian Jing 2, c 1 College of Environmental Science and Engineering, Hohai University, Nanjing, China, 210098 2 College of Civil Engineering, Nanjing Forest University, Nanjing, China, 210037 acnn1014@qq.com, bcw5826@hhu.edu.cn, ccarljing@163.com Keywords: Fly ash Ceramsite, Artificial Biofilter Bed, Dry Umbrella Bamboo, Phosphorus Removal Abstract: High calcium fly ash ceramsite had tremendous surface area and porosity, the unit weight of fly ash adsorption column adsorption capacity of ceramsite was 0.032mg·g-1, which was higher than normal calcium fly ash ceramsite adsorption capacity.
Ecological Engineering. 2002, 19: 141-159

Effect of Styrene Butadiene Rubber Latex on Mortar and Concrete Properties Shuyi Yao 1, a, Yong Ge2, b 1,2School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China awhx-lj2009@163.com, bhitbm@163.com Keywords: SBR Modified Concrete; Mechanical Properties; Anti-Permeability.
Styrene butadiene rubber (SBR) latex, a type of high-polymer dispersion emulsion can be successfully bond to many materials, is widely used in engineering construction.
Journal of Materials in Civil Engineering 20(2008):742-752

Research on analysis and design method of the pile-raft foundation with post-cast concrete strip Zhao Wu Shen1, a, Zhen Min Yang2,b, Ya Min Zhang2,c 1School of Civil Engineering, Shijiazhuang Tiedao university, Shijiazhuang 050043, China 2Shandong Zhongtong Steel Structure Engineering Co., LTD, Liaocheng, Shandong, 252000, China aszw56789@yahoo.com.cn, bonetostart@126.com, cztsjyzym@126.com Keywords: pile foundation; post-cast concrete strip; displacement; raft moment Abstract.
Research on super high-rise building pile-raft foundation’s theory and application in engineering (In Chinese).

The Experimental Study of Post-embedded RC Bending Members with Inorganic Anchoring Material under Repeated Load Huaming Sun 1,a ,Xingang Zhou 1,b , Haizhen Bao 1,c 1Department of Civil Engineering, Yantai University, China asunhuaming12345@163.com, bytuzhou@126. com, cbao11011013@163. com Keywords: Inorganic anchoring material, Anchoring depth, Bearing capacity, Seismic behavior Abstract.
The construction trades in our country have been booming and earthquake resistant engineering and retrofitting engineering have been increasing radically.

Estimate of the Elastic Property of Microtubule Based on a Multiscale Model Yuzhou Sun 1,a, Jinyan Wang1,b, Bin Gao2,c and Liwu Chang1,d 1School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou 450007, China 2School of Science, Zhongyuan University of Technology, Zhengzhou 450007, China ayuzhousun@yahoo.com.cn, bwangjy_hn@163.com, ckaopin@zzti.edu.cn, dlwchang@zzti.edu.cn Keywords: Microtubules, Elastic Constants, Orthotropic, Continuum model, Multiscale method.
Computer Method in Applied Mechanics and Engineering Vol.197 (2008), p. 3001-3013
Liew: International Journal for Numerical Methods in Engineering Vol. 75 (2008), p. 1238-1258

Experimental research on wave-absorbing properties of pumice lightweight aggregate concrete Xingjun Lv1, a Mingli Cao 1, b Yan Li1, c Yong Li 1, d 1School of Civil Engineering, Dalian University of Technology, Dalian, China alvxingjun@163.com, b,c,dcaomingli3502@163.com Keywords: pumice lightweight aggregate concrete; wave-absorbing properties; carbon black; expansion perlite; reflection Abstract: Wave-absorbing properties of ordinary concrete and pumice lightweight aggregate concrete which contained expanded perlite and carbon black were investigated in this paper.
Journal of Logistical Engineering University. 2005(2):47-49.
Journal of Materials Science and Engineering. 2006(4):524-527.

Singh, Jiang Ying he, Wen Xiao peng Department of Municipal Engineering, School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, PR China (Corresponding author's e-mail- rajupsc@hotmail.com) Key Words Constructed wetland, absorbing media, macrophytes, municipal wastewater.
Biosystems Engineering.

Chew stated that more effort and persuasion are required to developers, engineers, and contractors in private sector [5].
Chew, Singapore’s strategies towards sustainable construction, The IES Journal Part A: Civil & Structural Engineering.
[6] Xiaojin Wang, Jing Huang, The relationships between key stakeholder’s project performance and project success: Perceptions of Chinese construction supervising engineers, International Journal of Project Management 24 (2006) 253–260

Investigation on Ultimate Bearing Capacity of Recycled Aggregate Concrete-filled Steel Tubular Short Columns under Axial Compressive Load ZHANG Zhao-qiang1, a, XIAO Su-lian1,b , LEI Jin-song1,c 1School of Civil Engineering and Architecture Southwest University of Science and Technology, Mianyang 621010, China a52282843@qq.com, byezi_349779228@qq.com, cleijinsong@swust.edu.cn Keywords: unified strength theory; recycled aggregate concrete-filled steel tubular columns; axial compressive load; bearing capacity Abstract.
(a) Schematic cross section (b) Lateral pressure of steel tube (c) Lateral pressure of recycled concrete Fig.1 Section of RACFST short columns and loading graph 2.2 Bearing capacity of steel tube The steel tube of RACFST column can be considered as thin-walled steel tube,because of the diameter-thick ratio meetin the majority of the engineering practice and experimental research.
Strength theory and its engineering application.

Strength Classes of Concrete versus Strength classes of Fibre Concrete VODIČKA Jan1,a, KŘÍSTEK Vladimír1,b and RÁČEK Václav1,c * 1 CTU in Prague, Faculty of Civil Engineering, Department of Concrete and Masonry Structures, Thákurova 7, 166 29 Praha 6, Czech Republic ajan.vodicka@fsv.cvut.cz, bkristek@fsv.cvut.cz, cvaclav.racek@fsv.cvut.cz Keywords: fibre-concrete, strength class, tensile characteristics, MC 2010, ČSN P 73 2452.
Fiber reinforced concrete specimens are tested using on bending tests according to two basic arrangements: four-point bending on unnotched specimens for engineering applications and three-point bending on notched specimens for material engineering applications.