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The Research of Predicting the Carbonation Depth of Concrete with Time-series Analysis Guizhou Li1,a, Xingang Zhou1,b 1Department of civil engineering, Yantai University, Yantai, 264005 aguizhou1989@163.com, bytuzhou@126.com Keywords: concrete，carbonation，life prediction，Box-Jenkins time-series analysis，Auto-regressive model Abstract.
Times Series Model Times series is the collection of observed values arranged by time order, and it has a widespread use in earthquake engineering, meteorology, hydrology, biomedical and many other fields.
But in the field of engineering application, AR model is used more widely than MA and ARMA model.

A New Characteristic Index BT of the Humidity Controlling Material in a Greenhouse Space and Its Theoretical Basis Chunlong Li 1,a, Wei Chen 2,b , Zhengyang Li 3,c, and Fenglan Wei 1*,d 1College of Engineering,Shenyang Agricultural University, Shenyang, China, 110866 2Department of machinery and equipment, Shenyang Vocational and Technical College, Shenyang, China, 110045 3College of Civil Engineering, Hunan University, Changsha, China, 410082 alichunlong1989@126.com, bchenwei_3399@163.com, clzy_enjoying@163.com, dsyau_weifenglan@163.com * Corresponding author: syau_weifenglan@163.com Keywords: humidity controlling material; parameter of humidity controlling character; absorption and desorption of moisture; thermodynamics; greenhouse space.
Reference [1] Wei Feng-Lan, Liu Wen-he, Liu E, Li Zheng-yang, Research on Humidifying Treatment Performance Test of Humidity-controlling Material used for Heliogreenhouse, proceedings of 2008 Northeastern Asia International Academic Workshop of Agricultural Engineering, Shenyang, China, Sep. 25-27, 2008:91-103

Shear Test on Mixed Slide-zone Soils of Landslide under Different Water Content Tingkai Nian1, 2, a, Zhongkai Feng1, b, Pengcheng Yu1, c and Huijun Wu1, d 1School of Civil and Hydraulic Engineering and the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China 2State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection, Chengdu University of Technology, Chengdu 610059, China atknian@dlut.edu.cn, bmyfellow@163.com, chuileifenfei@126.com, dwuhuijun0701@yahoo.cn Keywords: Landslide; Slide-zone soils; Direct shear test; Shear strength; Water content Abstract.
So, determining rationally the shear strength parameters of mixed slide-zone soil under different water content, has becoming a vital work in evaluating the stability of landslide and the safety of large slope engineering.

Dynamics Simulation of Spacesuit Mobility Measuring Manipulator Based on Matlab XU Shuhui 1, a, ZHOU Lei 2,b 1 Beijing University of Civil Engineering and Architecture, China 2 Department of Precision Instrument and Mechanology, Tsinghua University, China a xushuhui@bucea.edu.cn, b lei-zhou08@mails.tsinghua.edu.cn Keywords: Spacesuit.
Acknowledgment This work for supported Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR201007127) and Beijing Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering.
Song, etc.: Chinese Journal of Mechanical Engineering, vol. 24(2011), p. 406-413 [8] A.

Based on the Test of Dynamic Characteristics of the Structure Retrofit Design Peng Li1, a, Fu Ma1, b 1,2College of Architecture and Civil Engineering of Taiyuan University of Technology, Taiyuan, 030024, China; a418667020@qq.com, b s991400218@sina.com Key words: Test of dynamic characteristics, Non-destructive testing, Seismic qualification, Reinforcement design Abstract.
With the development of sensing technology, the engineering signal acquisition and processing system has been an unprecedented development.
Yi: Study of Dynamic Response Vibration Testing on Skyscraper Reinforced Concrete Framed-tube Structure, China Municipal Engineering, 2009, No.5, p.51 (In Chinese)

Seismic Landslide Risk Assessment of Levee Project Yan Su a, Yueting Du b, Jiazhong Wu c College of Civil Engineering, Fuzhou University, Fuzhou, Fujian, 350108, China a suyan@fzu.edu.cn, b duyueting0502@163.com, c 771410592@qq.com Key words: levee project, earthquake landslide, Morgenstern-Price, Monte Carlo, Risk assessment Abstract.
Therefore, this paper considers the influence of soil liquefaction, and makes a strength index reduction for possible liquefied soil layer with reference to “highway engineering anti-earthquake design code ”(JTJ 004-89) [4] Every layer parameters as table 3 show.
[4] Professional Standards Compilation Group of People's Republic of China: Highway engineering anti-earthquake design code(JTJ 004-89), People's Traffic Press, Beijing, 1989, in Chinese

Experimental study on Mechanics Performance of Complex High Titanium Heavy Slag Concrete Jinkun Sun1,2,a, Shuanghua Huang1,2,b , Wei Chen1,2,c, Bing Li3,d, Jing Liu 1,2,e 1School of Civil Engineering, Panzhihua University, Panzhihua 617000, Sichuan, China 2 Institute of Engineering Structure, Panzhihua University, Panzhihua 617000, Sichuan, China 3 Supervision Station of Engineering Quality, Panzhihua 617000, Sichuan, China asunjinkun2003@yahoo.com.cn, bhsh@mail.pzhu.edu.cn, ccw315000@163.com, djjjlll20070921@163.com, e327080461lj@163.com Keywords: Complex high titanium heavy slag concrete (CHTHSC), Mechanics performance, Replacement rate Abstract.

Effect of Control Technology on Properties of Quartz Porous Brick Long He1, Jinshi Li1, Meihua Chen1, Yan Yang1, Xinpeng Lou1, Maolin Chen1, Jieguang Song2a, Lin Chen1, Songlin Guo1b, Chengwei Hao3 1Engineering & Technology Research Center for Environmental Protection Materials and Equipment of Jiangxi Province, School of Materials and Chemistry Engineering, Pingxiang University, Pingxiang 337055 China 2Key Laboratory for Industrial Ceramics of Jiangxi Province, School of Materials and Chemistry Engineering, Pingxiang University, Pingxiang 337055 China 3School of Architecture and Civil Engineering, West Anhui University, Luan 237012, China asjg825@163.com, bgsl1972@163.com Keywords: Insulation brick; quartz sand; porous structure; control technology.

Monitoring of Kinetics of Pozzolanic Reaction Monika ČÁCHOVÁ1, a, Lenka SCHEINHERROVÁ1, b, Libor KOBERA2, c, Martina URBANOVÁ2, d, Jiří BRUS2, e and Martin KEPPERT1, 3, f * 1 Department of Materials Engineering and Chemistry, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 29 Praha 6, Czech Republic 2 Institute of Macromolecular Chemistry AS CR, v.v.i., Heyrovského nám. 2, 162 06 Praha 6, Czech Republic 3 University Centre for Energy Efficient Buildings, Czech Technical University in Prague, Třinecká 1024, 273 43 Buštěhrad, Czech Republic amonika.cachova@fsv.cvut.cz, blenka.scheinherrova@fsv.cvut.cz, ckobera@imc.cas.cz, durbanova@imc.cas.cz, ebrus@imc.cas.cz, fmartin.keppert@fsv.cvut.cz Keywords: pozzolanic reaction, chemical kinetics, reaction mechanism, NMR MAS spectroscopy, thermal analysis Abstract.
Černý, Engineering properties of concrete containing natural zeolite as supplementary cementitious material: Strength, toughness, durability, and hygrothermal performance, Cem.

Oganesyanb Institute of Architecture and Civil Engineering of Volgograd State Technical University, Russia asusannagrant@mail.ru, bogoganesyan@mail.ru Keywords: composite material, multi-functionality, adhesion, graphite powder, cement.
Ferreira, Fire retardancy enhancement of unsaturated polyester polymer resin filled with nano and micro particulate oxide additives, 2014 International conference on manufacturing, optimization, Industrial and material Engineering (MOIME 2014), 58 (2014)
Ishmametov, Strengthening Timber Roof Trusses during Building Construction and Reconstruction, Procedia Engineering, 150 (2016) 2133-2137