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Technology Economic Analysis of Honeycombed-core Hollow Floor Tao Wu1,a, Mei Wang 2,b,Ruqiang Xie3,cand Xuehui Wu4,d 1 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China 2 Cost department, Hefei Qiancheng real estate Co., Ltd., Hefei 230088, China 3 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China 4 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China ataoxia201@163.com, b394022070@qq.com, chitor@126.com, d1446289381@qq.com Keywords: Honeycomb core; Hollow floor; Underground garage roof; Technical and economic analysis Abstract.
Study and mechanics analysis about honeycomb core reinforced concrete hollow slab[D].Hefei: School of Civil and Hydraulic Engineering, Hefei University of Technology, 2010.
Journal of Structural Engineering, 2002, 126(2): 219-227
Journal of Civil Engineering and Architecture, 2009,3(3): 59-69
Engineering Structures. 2010,32（1）: 184-194.

Performance of Concrete by Using Palm Oil Fuel Ash (POFA) As a Cement Replacement Material Liyana Ahmad Sofri1,a, Mohd Zulham Affendi Mohd Zahid2,b, Nur Fitriah Isa3,c , , Muhammad Azizi Azizan4,d, Muhammad Munsif Ahmad5,e, Mohd Badrul Hisyam Ab Manaf6,f, Mustaqqim Abdul Rahim7,g, Zuhayr Md Ghazaly8,h , Juraida Abu Bakar9,i , Muhammad Shafiq Aiman Ahmran10,j 1Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis, 02100 Padang Besar, Perlis, Malaysia. 2Department of Civil Engineering, School of Environmental Engineering, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia.
With the research and development of civil engineering, it is found that the freshly mixed and hardened properties of concrete may be changed by adding chemical admixtures or adding pozzolanic admixtures contain liquid and powder form.
Acknowledgements The author wishes to acknowledge the support from Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis.
Journal of Materials in Civil Engineering, 16, 623-628

Simulink application in structural vibration control and simulation Rui Li1, a, Xuan Liu1, Hong Xu1 1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi,China a liruijsj@xauat.edu.cn Keywords: Shaking table, Structural vibration control, Simulink, Simulation method Abstract.
Because of the great commuting and simulation capability of simulink, it has been widely applied to various fields of science, especially in the automated control and civil engineering.
In civil engineering, simulink is mostly used to model, simulate and analyze the dynamical systems.
According to the advantages of simulink applied in civil engineering and automated control, simulink is extensively used in the new area of civil engineering–simulation of structural vibration control.
LAPLACE, Earthquake Engineering, p.960, 2004

., Civil Engineering Department, Shahid Bahonar University, Kerman, Iran 2MSc.
Sheet piles are usually used in Civil Engineering works such as: excavations in saturated soils and river basins.
Ph.D. thesis; Civil Engineering Faculty; Science and Technical University; Iran; 2007
Proceeding of KKCNN Symposium on Civil Engineering; 2003, p. 79-84
International Journal of Civil Engineering; 2007, 5(2): p. 134-143

Weerapol Namboonruang Department of Civil and Architectural, Faculty of Science and Technology, Muban Chombueng Rajabhat University 70150,Thailand.
bannork_civil@hotmail.com Keywords: Life cycle assessment(LCA), Carbon footprint(CF), Muban Chombueng Product (MCP) Abstract.
Wanchai Yodsudjai, Head of Department of Civil Engineering, Kasetsart University, Assc.
Dr.Trakool Aramraks Department of Civil Engineering, Kasetsart University for their invaluable help and constant encouragement throughout this research.
Sincere thanks to the Department of Civil and Architecture for instrument test supporting and Muban Chombueng Rajabhat University, MCRU for partial financial support.

Introduction CFRP (Carbon Fiber Reinforced Polymer) has been widely used in the reinforced construction of various components of the civil engineering field, especially for the reinforced concrete bending beam in-service; the main beam is reinforced by the CFRP[1,2].
References [1] Zhao Tong, Liu Minguo, Xie Jian: China Civil Engineering Journal, Vol. 35 (2002), p. 13–19,in Chinese
[2] Ou Yangyu, Huang Yihui, Qian Zaizi: China Civil Engineering Journal, Vol. 35 (2002), p.1–6 ,in Chinese
[3] Cao Shuangyin, Teng Jinguang, Qiu Hongxin: Civil Engineering Journal, Vol. 34 (2001), p. 39–43,in Chinese
[5] He Shuanhai Zhao Xiaoxing Song Yifan Yuan Xubin: China Civil Engineering Journal, Vol. 38 (2005), p. 71–76, in Chinese

Civil Engineering Postdoctoral Research Station of Dalian University of Technology; Dalian China; 2.
China Civil Engineering Journal, 2007, 40(11): 23-28.
Journal of Shenyang Architectural and Civil Engineering University (Natural Science), 2004, 20(2): 118―120.
Journal of Shenyang Architectural and Civil Engineering University (Natural Science), 2004, 2(2): 118~120.
China Civil Engineering Jou2rnal, 2008, 41(10): 21-29(in Chinese) 7.

Application of Bacteria as Self-Healing Agent for the Concrete and Microscopic Analysis of the Microbial Calcium Precipitation Process PROŠEK Zdeněk 1,2,a, RYPAROVÁ Pavla1,b and TESÁREK Pavel1,c 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic 2CTU in Prague, UCEEB, Třinecká 1024, 273 43 Buštěhrad, Czech Republic azdenek.prosek@fsv.cvut.cz, bpavla.ryparova@fsv.cvut.cz, cpavel.tesarek@fsv.cvut.cz Keywords: Bacteria; Bacillus pseudofirmus; Self-healing concrete; SEM analysis; Calcium precipitation Abstract.
All of this is considered to be one of the main circumstances influencing durability of concrete structures in the civil engineering.
Special thanks belong to the Center for Nanotechnology in Civil Engineering at Faculty of Civil Engineering CTU in Prague and Joint Laboratory of Polymer Nanofiber Technologies of Institute of Physics Academy of Science of Czech Republic and Faculty of Civil Engineering CTU in Prague.
Li: Autogenous healing of engineered cementitious composites at early age, Cem.
Son: Bacillus Subtilis HU58 Immobilized in Micropores of Diatomite for Using in Self-healing Concrete, Procedia Engineering Vol. 171 (2017) p. 598-605.

Influence of the supplementary cementitious materials on the dynamic properties of concrete Elbachir Elbahi 1,a, Sidi Mohammed El Amine Boukli Hacene 1,b 1 EOLE laboratory, Department of Civil Engineering, Faculty of Technology, Aboubekr Belkaid University, Tlemcen 13000, Algeria.
“Study of the compression resistance of local concretes”, Twelfth International Colloquium on Structural and Geotechnical Engineering, ICSGE, Cairo, Egypt, 10-12 December, 2007, pp.1005-1014
[4] BOUKLI HACENE M.A., GHOMARI F., KHELIDJ A., “Compressive Strengths of Concrete Formulated with Algerian Local Materials”, Jordan Journal of Civil Engineering, Volume 3, No. 2, 2009, April, pp.103-117
[5] BOUKLI HACENE M.A.,“ Contribution a l’etude de la resistance caracteristique des bétons de la région de tlemcen ”, Doctorat thesis in Civil Engineering, Université Abou Bekr Belkaid Tlemcen, Algeria, 2010, 194 p
Bouakkaz, ”Caractérisation du béton par les méthodes non destructives-application de la méthode de la fréquence de résonance”, Magister thesis in Civil Engineering, Université Abou Bekr Belkaid Tlemcen, Algeria, 2012, 87 p

Laboratory Tests On Failure Of Retaining Walls Caused By Sinusoidal Load Anissa Maria Hidayati1,a, Sri Prabandiyani RW2,b, I Wayan Redana3,c 1Udayana University, Civil Engineering Department, Bali, Indonesia 2Diponegoro University, Civil Engineering Department, Central Java, Indonesia 3Udayana University, Civil Engineering Department, Bali, Indonesia aanissamh@yahoo.com, bwardani_spr@yahoo.com, ciwayanredana@yahoo.com Keywords: laboratory test, grains movement, retaining walls, acceleration, sinusoidal load Abstract.
Literature Review In terms of general engineering, soil is defined as a material consisting of aggregate(granular) solid minerals, which are not cemented each other and are from material that has been decaying.
The Retaining Wall Model Tests The retaining wall model test was performed in the laboratory soil mechanics of civil engineering faculty, Udayana University, Bali, Indonesia.