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Validity Evaluation of Different Laboratory Asphalt Concrete Material Compaction Methods with Digital Image Processing Technique Jiangmiao Yua, Zhi Lib and Xiaoning Zhangc 1 School of Civil Engineering & Transportation, South China University of Technology, Guangzhou, 510640, China a yujm@scut.edu.cn, b lizhi@scut.edu.cn, c prozxn@163.com Keywords: Asphalt; Digital image processing; Aggregates; Compaction Abstract.
Morin: Transportation Research Record: Journal of the Transportation Research Board Vol. 1492 (1995), p. 53 [5] Masad E., Muhunthan B., Shashidhar N., Harman T.: Journal of Computing in Civil Engineering Vol.13 (1999), pp. 88 [6] Masad E., Muhunthan B., Shashidhar N., Harman T.: Transportation Research Record: Journal of the Transportation Research Board Vol. 1681 (1999), p. 179 [7] Masad E., Jandhyala V.K., Dasgupta N., Somadevan N., Sashidhar N.: Journal of Materials in Civil Engineering Vol.14, (2002), pp.122 [8] Masad E., Button J. : Transportation Research Record: Journal of the Transportation Research Board Vol. 1891 (2004), p. 212 [9] Saadeh S., Tashman L., Masad E., Mogawer W.: Journal of Testing and EvaluationVol.30 (2002), p. 483 [10] Tashman L., Masad E., Peterson B., Saleh H.: Journal of the Association of Asphalt Paving Technologists Vol.70 (2001), p. 605 [11] Tashman L., Masad E., Angelo J.
D., Bukowski J., Harman T.: International Journal of Pavement Engineering Vol.3 (2002), p. 19 [12] Wang L.B., Paul H.S., Harman T., Angelo J.D.: Journal of the Association of Asphalt Paving Technologists Vol.73 (2004), p. 467 [13] Wang L.B., Frost J.D., Lai J.S.: Journal of Computing in Civil Engineering Vol.18 (2004), p.28

Mechanical Properties of Cement Composite with Material Based on Waste Marble Powder and Crushed Limestone HLUBOCKÝ Lukáš1,a,∗, PROŠEK Zdeněk1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic alukas.hlubocky@fsv.cvut.cz, bzdenek.prosek@fsv.cvut.cz Keywords: Cement Composites; Mechanical Properties; Portland Cement; Waste Marble Powder; Crushed Limestone.
New options make better use of marble sludge in civil engineering is using the method of highspeed milling, because the resulting micronized marble powder has a higher specific surface area and thus possible higher effect on mechanical properties [6].
The production and measurement of mechanic qualities of trial samples was carried out in laboratories of Faculty of Civil Engineering, Czech Technical University, Prague.
Acknowledgement Financial support from the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project SGS16/201/OHK1/3T/11).
Prošek, et al., Influence of recycled concrete composition on its elastic stiffness, Key Engineering Materials 677 (2016) 288-291

Talha Junaid1,a,*, Mohamad Alhalabi1,b, Omar Mostafa1,c, Samer Barakat1,d 1Department of Civil and Environmental Engineering, University of Sharjah, Sharjah, UAE amjunaid@sharjah.ac.ae, bmalhalabi@sharjah.ac.ae, comostafa@sharjah.ac.ae, dsbarakat@sharjah.ac.ae Keywords: 3D Printing; Additive Manufacturing; Thermoplastic; Polymers; Flexure; Toughness.
Abstract. 3D printing has been on the rise in recent times and the civil engineering industry has adopted this technology due to its various advantages.
Recent advances in AM for FDM-fabricated thermoplastics have caught the interest of the civil engineering research community and resulted in the implementation of several applications [10–12].
Torok, “Special materials used in FDM rapid prototyping technology application,” in IEEE 16th International Conference on Intelligent Engineering Systems, (INES), pp. 73–76, IEEE (2012), doi: 10.1109/INES.2012.6249805
Civil, Struct.

Jaini4,d 1Department of Civil Engineering, Universiti Malaysia Pahang, 26300, Malaysia 2Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, 26300, Malaysia 3Department of Mechanical Engineering, Universiti Pertahanan Nasional Malaysia, 57000, Malaysia 4Faculty of Civil & Environmental Engineering, Universiti Tun Hussein Onn, 86400, Malaysia a*mazlanseman@ump.edu.my, bmaszura@ump.edu.my, cmujahid@upnm.edu.my, drizuan@uthm.edu.my Keywords: Reinforced concrete; Wall; Structure; Blast; Simulation; Autodyn; Ansys Abstract.
TNB 586/2005 Supply, erect & commissioning of 132kV and 11kV switchgear and ancillary equipment complete with associated civil works at transmission main intake substation in eastern region, (2005)
TNB 342/2006 Supply, erect & commissioning of 132kV and 33kV switchgear and ancillary equipment and associated civil works for PMU Teluk Kalong, (2006)
Mo, Blast resistance of small-scale RCS in experimental test and numerical T analysis, Engineering Structures, 199 (2019) 109610
J. of Recent Technology and Engineering, 8-3S3 (2019) 524-531

The Fractal Characteristics of Wall Rock Crack in the Soft Rock Roadway and study on Theory of Loose Ring Xiangdong Zhang1,a, Guang Feng2,b and Jianlai Xu3,c 1College of Civil and Traffic, Liaoning Technical University Fuxin Liaoning 2College of Civil and Traffic, Liaoning Technical University Fuxin Liaoning 3College of Civil and Traffic, Liaoning Technical University Fuxin Liaoning azhxd2008@yahoo.com.cn,bfengguang6@yahoo.com.cn,c763431948@qq.com Keywords: Soft rock roadway, Fractal, Loose circle.
A great deal of engineering practice has proved that it has significant economic and social benefits to compare the support design according to the thickness of loose ring with the traditional engineering analogy.
The micro-structure effect of rock block size distribution and the fractal nature [J], Rock and Soil Mechanics and Engineering, In Chinese;1994 (3): 240-246
Disaster Prevention and Mitigation Engineering, In Chinese; 2003 , 23 (4): 1-9
Rock Mechanics and Engineering, In Chinese;1996,15 (1): 90 ~ 95

Applying Digital Image Correlation Techniques to Measure the Crack Variation of Steel Plate under Tension Wen-Pei Sung1,a, Ming-Hsiang Shih1,b*, Hung-Chang Chang3,c 1Dept. of Landscape Architecture, Integrated Research Center for Green Living Technologies, National Chin-Yi University, Taiwan 2Dept. of Civil Engineering, National Chi-Nan University, Taiwan 3Dept. of Civil Engineering, Chung Hua University, Hsinchu, Taiwan awps@ncut.edu.tw, b*iloveaachen@gmail.com, cchangar@ksts.seed.net.tw Keywords: digital image correlation technique, monitoring, crevice, steel plate.
Introduction Steel plate has been widely used as construction material for civil engineering and architectural engineering.
“Application of Digital Image Correlation Method for Analyzing Crack Variation of Reinforced Concrete Beams”, Sadhana - Academy Proceedings in Engineering Science, 38(4): 723-741
“Developing Digital Image Correlation Techniques for Using Water Immersion to Improve Strain Field Measurement in Micro-scale”, Indian Journal of Engineering & Materials Sciences, 20(4): 237-244

Research on Load Transfer Model of Super-long Single Pile Huacong Zhou1, a, Wenjuan Yao2, b and Zerong Zhang 3, c 1,2Department of Civil Engineering, Shanghai University, Shanghai 200072, China 3 Department of Civil and Environmental Engineering, Clarkson University, NY 13699, USA afjzhc1014@gmail.com, bwenjuan@mail.shu.edu.cn, c zerong@yahoo.com.cn Keywords: Load transfer, Slip, Degradation, Asynchronous work, Analytical solution Abstract.
X.Zhong: Chinese Journal of Geotechnical Engineering, Vol.20(1998),p.108 [3].
Zhang: Chinese Journal of Geotechnical Engineering, Vol.24( 2005),p. 2397 [4].
Xin,et al: China civil engineering journal, Vol.37(2004),p.64 [5].
Gong,et al: Chinese Journal of Geotechnical Engineering, Vol.28(2006),p.464

Collapsed form Simulation of Styles of Different Structures under Earthquake Based on ANSYS/LS-DYNA Youliang Fanga, Bingyin Gaob , Jingyao Duanc College of Civil Engineering and Architecture, Hebei University, Baoding, Hebei, 071000, China afang_youliang@126.com, bgaobingyin163@163.com, cduanjingyao1021@126.com Keywords: ANSYS/LSDYNA, Collapse simulated, steel frame structures.
Simulation of Concrete-frame Collapse Duo to Dynamic loading [J].journal of engineering mechanics,1993
Computer Simulation of Engineering Structures.
Computing in Civil and Building Engineering,ASCE,2000.82-89 [5] Xinzheng Lu, Jianjing Jiang.
China Civil Engineering Joumal, 2001,34 (6); 8-10

Reliability Analysis on Slag Concrete Brick Masonry compressed Based on Monte-Carlo Method ZHENG Yi 1, 3,a, XIONG Wei-shi2,b, GAO Fei4,b, SHEN Xiao-jun4,b, QIU Zhao-jun1,c and WANG Li-xin1,c 1 LiaoNing Inspection Institute of Product Quality Supervision, Shenyang China 2 ChongQing Traffic Construction (Group) Limited Liability Company, Chongqing China 3 State Key Laboratory of Coastal and Offshore Engineering, DaLian University of Technology, Dalian China 4 ChongQing Center for Test of Highway Engineering, Chongqing China adandongzy@126.com, b58902855@qq.com, cdonggangzy@126.com Keywords: Slag Concrete Brick Masonry, Reliability, Monte-Carlo.
Statistical parameter of slag concrete brick masonry comes from experiment of slag concrete brick masonry that is done in structural engineering experimental room of Shenyang JianZhu University.
Journal of Materials in Civil Engineering. 2002. 14(2):116-121
Journal of Materials in Civil Engineering. 2005. 17(5):513-518
Journal of Materials in Civil Engineering. 2004. 16(5):419-426

Non-linear Numerical Simulation on Hysteretic Behavior of SRC Columns LI Kaiwen 1, 2, a, LI Zhiyang 1, 2,b, Wanxin 1 and Liufei 1 1 Wuxi City College of Vocational Technology, Wuxi Jiangsu 214153 China 2 Centre of Environment Civil Engineering, Wuxi Jiangsu 214153 China a996817275@qq.com, bwxcyzyli@126.com Keyword: steel embedded concrete columns; finite-element analysis; hysteresis curve; energy dissipation Abstract: In order to study the mechanics properties to of concrete columns with embedded steel, two groups contrasting analysis models referring to SRC column and RC column are established by using finite element software ABAQUS.
Civil Engineering Journal.
Civil Engineering Journal.
Vol. 34 No. 6 (2001), p.23-28 [3] Kim S.E. and Chen W.F., Practical advanced analysis for braced steel frame design[J]．Structural Engineering, 1996, 122(11):1259-1265
Earthquake Engineering and Engineering Vibration, 2008, 7(1): 67-75