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Basic and Hygric Properties of Concrete Containing Fine Ceramic Powder Pavel Reiterman1, a, Ondrej Holcapek1,b, Monika Cachova2,c, Filip Vogel2,d, Marcel Jogl2,e and Petr Konvalinka1,f 1University Centre of Energy Efficient Buildings, CTU in Prague, Czech Republic 2Faculty of Civil Engineering, CTU in Prague, Czech Republic apavel.reiterman@fsv.cvut.cz, bondrej.holcapek@fsv.cvut.cz, cmonika.cachova@fsv.cvut.cz, dfilip.vogel@fsv.cvut.cz, emarcel.jogl@fsv.cvut.cz, fpetr.konvalinka@fsv.cvut.cz Keywords: fine ceramic powder, concrete, bulk density, open porosity, moisture diffusivity Abstract.
Černý: Proceedings of World Academy of Science, Engineering and Technology.

Comparison on calculation method for post-buckling strength of thin-webbed I-shape member YAO Xing-You1, a; GUO Yan-Li 2, b; LIU Kai1, c 1School of Building and Civil Engineering Nanchang Institute of Technology, Nanchang, China 2School of Engineering, Guangdong Ocean University, Zhanjiang, China ayaoxingyoujd@163.com, bguoyanlichd@163.com, c kkk417@163.com Keywords: thin-webbed I-shaped member, post-buckling strength, effective width method Abstract.

Applied Technology in Asphalt Low Temperature Performance Evaluation Dong Xu1,a 1Key Laboratory for Special Area Highway Engineering of Ministry of Education, Highway Institute, Chang’an University, Xi’an, China, 710064 a240268633@qq.com Keywords: Thermal cracking temperature, SHRP critical cracking temperature, TSRST fracture temperature, gray correlation degree temperature Abstract: Through BBR, DTT and independently developed Asphalt Thermal Cracking Test, several asphalt low temperature performance indexes(SHRP critical cracking temperature, Asphalt Thermal Cracking temperature, SHRP creep stiffness, m value, conventional ductility) were evaluated.
AAPT, 69, 455-496 American Association of State Highway and Transportation Officials.（2001） [4] NCHRP IDEA-99: Sang-Soo Kim Direct Measurement of Asphalt Binder Thermal Cracking [J] Journal of materials in civil engineering, （2005）, 17 (6) :632-639

Mechanical Property of Hybrid Steel Fiber Reinforced Cement-based Composites Haitao Tan1, a, Wu Yao1, b, Xiaoming Song1 and Shuai Dong2 1Institute of Smart and Construction Materials, School of Materials Science and Engineering, Tongji University, Shanghai201804, China 2Shanghai Bekaert-No.2 steel mill Co., Ltd, Shanghai200131, China atanhaitao6@126.com, byaowuk@tongji.edu.cn Keywords: hybrid steel fiber; ultimate load; fracture energy; equivalent bending strength Abstract.
The acknowledgement is also extended to the technical support of Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education.

Research on Diatomite High-performance Concrete Admixtures Liguang Xiao, Zhuang Zhao, Ruibo Li, Junjun Hu College of Material Science and Engineering, Jilin Architectural and Civil Engineering Institute, Changchun 130118, P.

Unsteady Hydrodynamic Performance Prediction of Ducted Propeller Based on CFD OU Li-jian 1, a, WU Nan-huo2,b and LI De-yu1,c 1 School of Civil Engineering and Transportation, South China University of Tech.
Hydrodynamic Performance Prediction of Ducted Propeller Based on CFD; Science Technology and Engineering [J]; 2010(10)：5352-5356 [2] WANG Fujun; Computational Fluid Dynamics Analysis [M]; 2004 [3] WANG Guoqiang, Dong Shitang.

Effects of Eccentric Load on Un-Strengthen and CFRP Strengthened RC Beams Muhammad Imran1,a, Nasir Shafiq1,b and Ibrisam Akbar1,c 1Departmnet of Civil Engineering Universiti Teknologi Petronas, Tronoh 31750, Perak, Malaysia aengrimran_ce@hotmail.com, bnasirshafiq@petronas.com.my, c ibrisam_akbar@petronas.com.my Keywords: CFRP, eccentricity, strengthening, reinforced concrete.
A Review GSTF Journal of Engineering Technology, 2013. 2(2)

A constitutive model for unsaturated soils based on SFG approach Yan Liu 1, 2 1 State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan China 430071 2 School of Civil Engineering, Beijing Jiaotong University, Beijing, China 100044 email: 05115257@bjtu.edu.cn Keywords: unsaturated soils, constitutive model, SFG approach Abstract.

Prediction on coupling loss factors of building members Junxin Lan1,2,a, Xianfeng Huang1,2,b, Shangyou Wei1,2,c and Zhixiang Zhuang1,2,d 1Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University Nanning, 530004, China 2College of Civil Engineering and Architecture, Guangxi University, Nanning, 530004, China a249335371@qq.com, bseulee@163.com, c237404735@qq.com, d164625568@qq.com Keywords: Building Materials, Building member, Coupling loss factor, Elastic modulus, Density.

Studies on Mechanical Properties and Optimization Model of PI/SiO2 Nanocomposite Based on Materials Studio Yuzhen Mo1,a, Jiachu Xu1,2,b* 1 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China 2 Key Lab of Disaster Forecast and Control in Engineering, Ministry of Education, Jinan University, Guangzhou, China amoyuzhenjnu@163.com, b txjch@jnu.edu.cn *Corresponding author Keywords: Nanoparticle, nanocomposite, mechanical properties, optimization model.