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Impact of Milling Intensifiers on Specific Surface Area of Cement Dušan DOLÁK1, a * and Karel DVOŘÁK1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic adolak.g@fce.vutbr.cz, bdvorak.k@fce.vutbr.cz Keywords: Milling intensifiers, cement, specific surface area.
Mechanochemistry in Nanoscience and Minerals Engineering.

Mechanical Properties of Concrete with Compound Mineral Admixtures Yunfeng Lia, Zhifeng Xu and Lingling Wang Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao 266590, China ahhliyunfeng@126.com Keywords: steel slag, blast furnace slag, fly ash, mechanical properties, concrete.
Yao, etc: Key Engineering Materials, Vol. 400-402 (2009), p. 415

Calculation of Consolidation Coefficient and Percent Consolidation from Measured Pore Water Pressure of Soft Clay Yongmou Zhang a, Jianchang Zhao b School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730070, China azhangyongmou@163.com, bzhaojchan@163.com Key words: Pore Water Pressure, Consolidation Coefficient, Percent Consolidation, Dynamically Consolidated Foundation.
Based on the monitoring data of pore pressure of an engineering test in Shanghai, a method of using pore water pressure to calculate the consolidation coefficient and percent consolidation of soft clay was introduced in this paper.

The cost of facility, civil engineering and maintenance of UV disinfection are lower than that of liquid disinfection.
Environmental engineering Vol. 28 (2010), p.97-100

The investigation of the fatigue strength of WMZ is essential for increasing the reliability of industrial engineering components and civil-structures.
Tanabe, Fatigue & Fracture of Engineering Materials & Structures, [5] Blackwell, 32,3, pp.180-188 (2009) [6] K.

Study on Ecological Footprint Calculation of Beijing Urban Sewage / Industrial Wastewater Ying Li1, a, Tingting Guo2,b, Panpan Li 3,c Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture), Ministry of Education, Beijing, 100044, China a liy@bucea.edu.cn Keywords: Beijing urban sewage，industrial wastewater，ecological footprint Abstract: This article was based on Beijing urban sewage and industrial wastewater treatment, namely, aerobic treatment and anaerobic treatment.
Environmental Engineering Handbook(Environmental Monitoring)[M].Beijing:Higher Education Press 1998: 400~404, 412~414(In Chinese) [10] Haitao Nan,Jie Zeng,Xinxia Wang.Relation between TOC and COD in Municipal Wastewater, 2002,18 (6): 80~81(In Chinese) [11] Jiansheng Cui,YuFeng Guo,Zhenchuan Wang etc.Relativity Between COD and TOC in Municipal Wastewater .Urban Environment & Urban Ecology，2003,16（6）：107~108(In Chinese) [12] Yingqiu Cui,Zijing Liu,Wanfeng Liu.Urban sewage treatment plant effluent TOC values,Heilongjiang Environmental Jounal，2006,30（2）：92~93(In Chinese) [13] Mao Yuan.Organic ppllutants in water indicates the typical indicators of research-for example in Jilin,Jilin University PhD thesis.2008，19~25(In Chinese) [14] Lingyang Pan,Hong Ye,Shaopeng Huang.

Strength Prediction of Fly Ash Concrete Using Cementing Efficiency by Statistical Analysis Hongbum Cho1,a, NamYong Jee1,b and Jun-Ho Shin1,c 1 Department of Architectural Engineering, Hanyang University, Seoul, Republic of Korea a hbcho@hanyang.ac.kr, b nyjee@hanyang.ac.kr, c jshin0720@hanyang.ac.kr Keywords: Strength prediction, Fly ash, Cementing efficiency, Relative strength, Statistical analysis Abstract.
Smith, The design of fly ash concretes, in, Institution of Civil Engineering, London, (1967), pp. 769-789

Strength test of parallel carbon fiber bundle for prestressed bridge Shanshan Xia1,2,a, Wencheng Jin1,2,b ,Wen Huang1,2,c and Hongyin Yang1,2,d 1School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan, Hubei, 430074, China 2Hubei Key Laboratory of Control Structure, Huazhong University of Science & Technology, Wuhan, Hubei, 430074, China ashanshan0624@163.com, b87557610@163.com, crover824@163.com, dyanhun25@163.com Keywords: carbon fiber; parallel fiber bundle; prestressed concrete; strength calculation Abstract.
Introduction The reinforced concrete material has been widely used in bridge engineering and the steel corrosion problems of the concrete members are often very serious due to lots of reasons.

Experimental Analysis of Failure Modes and Pavement Strength Control Parameters to Existing Cement Concrete Pavement Jian-yi YUAN1, a, Yi YU2,b , Tao CHENG3,c, Ding-bang ZHANG4,d, Zhen-hua WU5,e, and Jian XIANG6,f 1-6School of Civil Engineering, Hubei Polytechnic University, Huangshi Hubei 435003, China ajian_yuan8888@sohu.com, bezyuyi@163.com, cdrcht@foxmail.com, dMarx_backharm@263.net, ewzh47261571@163.com, fxjxw2004@126.com Keywords: Rigid pavement; Failure mode; Orthogonal test method; Causes of damage; Strength.
Yumin: submitted to Journal of Engineering Mechanics (2010) [5] L.

The United States, in order to ensure the development of standardization, first developed standards by civil society organizations, and then determined the research priorities of each standard level by the ITSA and USDOT.
References [1] Junyi Luo: Research on the Development Model of Industrialization Base of Intelligent Transportation in China, Harbin Engineering University PhD thesis (2004).
Japanese ITS．Strategy and 3G Mobile communications in ITS [Z].Helsinki University of Technology transportation Engineering, 2001.12