Search results

Research on Microwave Absorbing Properties of Multi-walled Carbon Nanotubes-reinforced Cement-based Composites Baomin Wang*, Zhiqiang Guo, Yu Han, Yuan Zhang, Hainan Ma School of Civil Engineering, Dalian University of Technology, Dalian 116024, China * Corresponding author.
Therefore, it is significant to research the cement-based absorbing composites both in civil and military utilization.
Acknowledgments The author would like to express appreciation for the financial support by the Fundamental Research Funds for the Central Universities (DUT11NY11), the Costal and Offshore Engineering State Key Laboratory Open Fund (LP1109) and Colleges and Universities Research Projects of Liaoning Province (LS2010045).

Observation of the Development of the Elastic Modulus and Strength in a Polymer-Cement Mortar Using the Acoustic Emission Method KOCÁB Dalibor1,a*, TOPOLÁŘ Libor1,b, KUCHARCZYKOVÁ Barbara1,c, PŐSSL Petr1,d and HODULÁKOVÁ Michaela1,e 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic adalibor.kocab@vutbr.cz, blibor.topolar@vutbr.cz, cbarbara.kucharczykova@vutbr.cz, dpetr.possl@vutbr.cz, ehodulakova.m@fce.vutbr.cz Keywords: Modulus of elasticity, polymer-cement mortar, compression strength, acoustic emission.
PMMs find their use in civil engineering mainly in the protection and rehabilitation of concrete or masonry structures [5].

Rubanov, Thin-walled construction of shallow tunnels, Industrial and civil engineering. 8 (2014) 27-29.
Nikulin, The specification of limit values of relative deformations of concrete in compression zone of the bending of reinforced concrete elements, Industrial and civil engineering. 8 (2014) 12-15.

The study on static force behavior of concrete filled steel tube lattice wind generator tower joints Yang Wen 1, 2,a , Fei Zhou 2,b 1 Civil &Environmental Engineering School; Beijing University of Science and Technology; Beijing 100083, China 2The College of Civil Engineering; Inner Mongolia University of Science and Technology; Bao Tou 014010,China awenyangalbert@163.com, baben369@163.com Keywords: concrete filled steel tubular, tower, joints, finite element, equivalent stress Abstract: In order to discuss the failure mechanism of concrete filled steel tube lattice wind generator tower joints.

Ultimate Load Analysis of Single-layer Lattice Shells under Temperature Action Shutang Liua, Qiliang Longb and Long Wangc School of Civil Engineering Guangzhou University, Guangzhou, Guangdong, 510006, China aLQUUTH@163.com, b275663117@qq.com, c408615676@qq.com Keywords: single-layer lattice shells, temperature action, Ultimate Load Analysis, load-displacement equilibrium path tracking.
China Civil Engineering Journal, 1999,（06), p.11-25(in Chinese)

Experimental Investigation on the Bond Behaviour of Masonry Element Strengthened with Carbon-TRM and Steel-TRM Xuan WANG1,2,a*, Chi Chiu LAM3,b, Zihua ZHANG1,c and Yaohong ZHU1,2,d 1School of Civil and Environmental Engineering, Ningbo University, Ningbo, China 2Collaborative Innovation Centre of Coastal Urban Rail Transit, Ningbo University, Ningbo, China 3Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau SAR, China awangxuan@nbu.edu.cn, bfstccl@um.edu.mo, czhangzihua@nbu.edu.cn, d13336694956@189.cn Keywords: Masonry, Textile Reinforced Mortar (TRM), Shear Bond Test Abstract.

Other documents represent that other domestic underground concrete structure works, such as subway, highway tunnels, underground civil air defense, water conservancy tunnels, submarine and river tunnels, basements, etc. also have seepage problem.
(In Chinese) [2] Zhu Hequan, Li Haiyan: Current State and Tendency of Waterproofing Technique in Railway Tunnels; Railway Engineering, 2003, (10): 36-38.
Journal of Materials in Civil Engineering, 1999,8; 181-186.

The Study on the Asphalt Pavement with Composite Base Shan Jingsong1,a , Zhang Ning2,b and Fan Hexue3 1.Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao of China. 2 Institute of Transportation, Tsinghua University, Beijing 100084. 3People's Air Defense Office, Xizang Autonomous Region acyhsjs@163.com , blinzhijiaotong@126.com Keywords: Asphalt pavement, Composite base, Semi-rigid layer Abstract.
China civil engineering journal, Vol.25(2):13-22 [2] NCHRP (2004).

Microscopic Tests on Evaluation of Self-Healing Efficiency in Cementitious Materials with a Novel Self-Healing System Zhenhong Yang1,a, Xianfeng Wang1,b*, Ningxu Han1,c and Feng Xing1,d 1Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China a935778685@qq.com, bxfw@szu.edu.cn, cnxhan@szu.edu.cn and dxingf@szu.edu.cn Keywords: Lightweight aggregate (LWA); Carbonate; Mineral admixtures; Self-healing; Crack.

Regression Analysis of Observed Foundation Settlement by Modified Logistic Growth Model Yuqi Lia, Huan Zhang and Yiran Liu Department of Civil Engineering, Shanghai University, Shanghai 200072, China aliyuqi2000@shu.edu.cn Keywords: Foundation Treatment, Observed Settlement, Modified Logistic Growth Model, Nonlinear Regression Analysis.
Mei:Journal of Nanjing Architectural and Civil Engineering Institute Vol.53(2000), p.8 (In Chinese)