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Improvement on Mechanical and Piezoresistivity Properties of Cementitious Binder by Using Surface Oxidized Multi-wall Carbon Nanotubes Jianlin Luo1, a, Zhongdong Duan2, b, Tiejun Zhao1, c 1, School of Civil Engineering, Qingdao Technological University, Qingdao, Shandong, CHINA 2,School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang Province, CHINA alawjanelim@qtech.edu.cn , bduanzd@hit.edu.cn, cztjgp@qtech.edu.cn Key words: Carbon nanotube, Surface treatment, Smart structural material, Piezoresistivity property Abstract.
Introduction Nowadays, the cementitious binder incorporated with some conducting admixtures, just like short carbon fiber, carbon black, nanoparticles, or nanofiber, has been steadily developed in civil engineering.
Therefore, it is certainly proposed that CNT can be advantageously substituted for SCF as reinforcement to cementitious binder, to develop an advanced material in civil engineering.

Electricity storage in passive house in Central Europe region Lukáš Chuchma1,a* and Miloš Kalousek1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech republic achuchma.l@fce.vutbr.cz, bkalousek.m@fce.vutbr.cz Keywords: Electricity storage, Photovoltaic Panels, Passive House, Slope, Azimuth.
Ipan = Isun Ipan = 0 for c > 0 for c ≤ 0 (14) Input data Horizontal irradiation data were provided by weather station of Institute of Landscape Water Management (Brno University of Technology, Faculty of Civil Engineering).
Kalousek (Eds.), Buildings and Environment 2012 - digital proceedings, Brno University of Technology, Faculty of Civil Engineering, Brno, 2012, pp. 243-250
Juniorstav 2013: 15th International Conference of Postgraduate Students: digital proceedings [CD], Brno University of Technology, Faculty of Civil Engineering, Brno, 2013.

Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, Brazil. 3 - IME - Military Institute of Engineering, Department of Materials Science, Praça General Tibúrcio, 80, 22290-270, Rio de Janeiro, Brazil.
The fabrication of conventional red clay ceramics products for civil construction, such as bricks and roofing tiles, normally uses other raw materials like sand, in addition to clay, as a way to condition the final ceramic properties.
After extraction from the quarry, the quartzite block is transformed into standard plates for civil construction by means of sawing operations that generate two types of residues.

Shear Strength of BC-Soil Admixed with Lime and Bio-Enzyme Jairaj1,a*, Prathap Kumar MT2,b and Muralidhara H3,c 1Assistant Professor Department of Civil Engineering Nitte Meenakhsi Institute of Technology Bengaluru, India.
Professor and Head Department of Civil Engineering RNS Institute of Technology Bengaluru, India. 3Assistant Professor Department of Civil Engineering Nitte Meenakhsi Institute of Technology Bengaluru, India.
Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 129(10), pp 951-955
[8] Foad Changizi and A Haddad, (2014)” Stabilization of Sub Grade Soil for Highway by Recycled Polyester Fibre”, Journal of Rehabilitation in Civil Engineering.
J. (1956) "Engineering Properties of Expansive Clays”, Transactions of the American Society of Civil Eng.

Finite Element Fracture Mechanics Study of web connections with tapered beam flange plates Liu Hongbo1,2,a , Xu Longjun2,b Li Shuang2,c，Shao Yongsong2,d 1 School of Civil Engineering and Architecture, Heilongjiang University, Harbin 150080, China 2 Department of Civil Engineering, Harbin Institute of Technology at Weihai, Weihai 264209, China 3 School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China a interdage@163.com, bXulongjun80@163.com, clleshuang@163.com dhitsys@163.com Key words: beam-to-column web connections; fracture mechanics; finite element; stress intensity factor; orthogonal design Abstract: Brittle fracture was identified in many of prequalified weld joints in steel moment frames in the 1994 Nothridge earthquake.
G., Dodds Jr.: Engineering structures.
G., Dodds Jr.: Engineering structures.
K., Secil E.: Engineering Structures.
E.: Journal of structural engineering.

The Application of Tunnel Monitoring and Measurement in Yanjia Tunnel of Guzhu Expressway Baofu Duan1,2, a, Yinglei Zhu1,2,b , Xiangpu Mao3,c , Bo Liu4,d 1College of Architecture and Civil Engineering.
Shandong University of Science and Technology, Qingdao 266590，Shandong, China 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation; Qingdao 266590, China; 3Jinan Design and Research Institute of Municipal Engineering Co.
Deformation correlation summarized is valuable to similar engineering.
Quality papers of No.7 annual meeting of Tianjin Civil engineering society, 2005:233-236.
Chinese Journal of Underground Space and Engineering, 2002,22(3):244-251.

Soil Mechanics is basic courses for civil engineering, hydraulic structures, farmland and water conservancy, soil and water conservation, power transmission lines and other professional major, is a subject to develop students ability to analyze problems and experimental ability.
Soil mechanics is an important professional basic courses for civil engineering and hydraulic engineering doctoral and key disciplines in China Three Gorges University (refer to CTGU).
Soil mechanics courses related to engineering geology, material mechanics, hydraulics, engineering design and construction, and other related intellectual content, being characteristic of theoretical variety, more loose knowledge system, less continuous content, which is difficult to grasp for students tasting multitude of feel.
Soil Mechanics is a deep content and wide extension subject, smaller to a single soil particles micro-structure, large to transport, civil engineering, water conservancy construction, Are the scope of the study of Soil Mechanics.
Peck, Soil Mechanics in Engineering Practice, Wiley, New York, 1948

College of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031 2.
College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, 610059, 3.
USA: American Society of Civil Engineers, 2007
A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings [J].Earthquake Engineering and Structural Dynamics, 2004, 33(8):903-927
Estimating seismic demands for performance-based engineering of buildings [C]//Proceedings of the 13th World Conference on Earthquake Engineering.

., Key Laboratory of Large-span Bridge Health Inspection & Diagnosis Technology Ministry of Communications, Nanjing 211112, China 3 School of Materials Science and Engineering, Jiangsu Key Laboratory of Civil Engineering Material, Southeast University, Nanjing, 211189, China algg@jstri.com,b aibin-ma@hhu.edu.cn, c qinhonggen@126.com, dzhangpingseu@163.com Keywords: X-CT; Cracks;Three-dimensional reconstruction; Quantitative calculation Abstract: Three-dimensional reconstruction and quantitative calculation were performed by X-ray computerized tomography to propagate cracks in paste, mortar, and concrete specimens.
Introduction Controlling cracks in concrete structures has been a research emphasis in structural engineering and materials science for many years.
Discrete crack analysis of concrete gravity dams based on the known inertia force field of linear response analysis[J], Engineering Fracture Mechanics,2014(115): 122–136
Analysis of the process of crack initiation and evolution in concrete with acoustic emission testing[J], Archives of Civil and Mechanical Engineering, 2014(14):134–143
Study of concrete deterioration under immersion in simulated seawater [C]. 2012 International Conference on Civil, Architectural and Hydraulic Engineering, 2012.08.10-12,Zhangjiajie, China:2330-2333,2012

Evaluation on High Temperature Performance of Asphalt Mixture by Triaxial Dynamic Compression Test Chuan-hai Wu 1,2,a 1post-doctor，School of Civil Engineering and Transportation of South China University of Technology, Guangzhou, Guangdong, China, 510640 2Manager，Guangdong Hualu Transportation Technology Co.
Guangzhou, Guangdong, China, 510420 awchai@tom.com Keywords: civil engineering, asphalt mixtures, high-temperature performance, triaxial compression test, evaluation indicators Abstract.: This paper aims to explore the reasonability of an evaluation method on high temperature performance of asphalt mixture through a series of experiments.
Shanghai: World Publishing Corporation ,(1999), p51-76 in Chinese [9] Yuejin Tan: Systems Engineering Principles.