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The reusing of these residues in the civil building is increasing, since all industries have developed a growing concern for the emptying of natural resources.
Experimental Results In the first part of the experiment (Optimum fineness), this study discusses how the change in LDF-slag fineness affects the engineering properties of masonry mortar.
Therefore, according to the two results mentioned above, when the replacement is less than 20%, the hydration and engineering properties of slag cement mortar are fairly similar to those of the control group, while the change of LDF-slag fitness has no significant effect.
Civil Eng., 10.1061 / (ASCE)MT.1943-5533.0001613, Vol. 4016102(9) (2016)
Civil Eng., 10.1061 / (ASCE)0899-1561(2005)17:5(513), p.513–518

The Application of Recycled Aggregate Concrete in Road Engineering Wanlin Guo Hunan Communication Polytechnic, Changsha, 410004,China room 302,Unit 1,No.1 building, Xiang Han Royal homes, Forest Road 341,,Changsha, Hunan province,China Key words: Recycled concrete; Road engineering; Application Abstract: Through the introduction of the application situation and basic properties of recycled concrete,the author analyzes its application value and and research direction in engineering application,and then puts forward to the application prospect of recycled concrete in road engineering.
From October 13 to 15, 2010, the second international conference of recycled concrete research and academic communication was successfully held in Shanghai,which took the construction waste recycling and sustainable development of civil engineering as the theme, working out low-carbon and energy-saving solutions from the angle of construction waste.
But generally they can reach up to 4 mpa ~ 5 mpa to satisfy the engineering demand.
III.The application of recycled concrete in road engineering In the field of the road engineering, concrete is the most abundant material in its dosage, and is also one of the most widely used building materials.
(4) The economical efficiency of the polypropylene fiber in recycled concrete application in road engineering

Seismic Risk Evaluation of Retrofitted Reinforced Concrete Buildings Utilizing Base Isolation and Considering Mainshock-Aftershock Ruilong Han1, a and Yue Li2,b 1Graduate Research Assistant, Department of Civil and Environmental Engineering, Michigan Technological University, Houghton, Michigan, 49931 USA 2Associate Professor, Department of Civil and Environmental Engineering, Michigan Technological University, Houghton, Michigan, 49931 USA aruilongh@mtu.edu, byueli@mtu.edu Keywords: Fragility; Seismic; Concrete Buildings; Base Isolation; Rubber Bearings; Retrofit; Risk; Mainshock-Aftershock.
[5] Oh-Sung Kwon, Amr Elnashai: Engineering Structures, Vol28, (2), (2006), p.289-303
[8] ASCE - 41: Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, 2006
[9] Chopra, A.K., in: Dynamics of Structures: Theory & Applications to Earthquake Engineering, Prentice Hall; 3 Editions (2006)
[10] Li, Y., Song, R. van de Lindt, J.V., Nazari, N. and Luco, N.: 15th World Conference on Earthquake Engineering (WCEE), Lisbon, Portugal, 24 - 28 September 2012.

Shariff3 2afida334@salam.uitm.edu.my 2Faculty of Civil Engineering, Engineering Complex, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, MALAYSIA 3asma@um.edu.com 3Mathematics Division, Centre for Foundation Studies, Science Building, University of Malaya, 50603 Kuala Lumpur, MALAYSIA Keywords: Sleepers, fatigue, cyclic loading Abstract Railway concrete sleepers have been developed and utilized in railway industry for over 50 years.
A static and fatigue tests on the concrete sleepers were performed at the Heavy Structures laboratory of the Faculty of Civil Engineering, UiTM, using Universal Testing System (UTS) shown in Figure 1.
Remennikov, Impact capacity of railway prestressed concrete sleepers, Engineering Failure Analysis, vol. 16, pp. 1520-1532, 2009
[3] Kaewunruen and Remennikov, Investigations on Static and Dynamic Performance Of Railway Prestressed Concrete Sleepers, Research report, School of Civil, Mining, and Environmental Engineering, University of Wollongong, Wollongong, 2522 NSW, Australia, , pp. 3-10, 2006
[4] Kaewunruen and Remennikov, Low-Velocity Impact Analysis of Railway Prestressed Concrete Sleepers, Research report, School of Civil, Mining, and Environmental Engineering, University of Wollongong, Wollongong, 2522 NSW, Australia, p. pp.5, 2007

A New Grade Method on Project Bid Evaluation Liu Hao1, a, Qu Shuying2, b, Cui Shumei3,b and Zhang Fangwei4,b 1School of civil engineering.
Yantai University, Yantai, Shandong, 264005, China 2School of civil engineering.
Yantai University, Yantai, Shandong, 264005, China 3School of civil engineering.
Yantai University, Yantai, Shandong, 264005, China 4School of civil engineering.
Acknowledgement This work is supported by National Natural Science Fund(10872178), Natural Science Fund of Shandong Province(ZR2009FM074) and Higher Education Reform in Shandong Province Project(2009188) References [1].Song Guangxing, Zou Ping, The method determining decision-makers weights in multiple attribute group decision, [J] systems engineering, 19 (4) : 83-89, 2001 [2] Xiong Li, wang Guohua, A method to determine expert objective weight in group decision-making, [J] systems engineering and electronics, 27 (4) : 652-665, 2005 [3] Yue Chaoyuan.

Sustainable Urban Drainage System to Land Use/ Land Cover Change in Samarinda, Indonesia Erni S Butar Butar1, a , Arwin Sabar2,b *and Marisa Handajani3,c 1 Department of Environmental Engineering, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Ganeca 10, Bandung 40132, Indonesia 2 Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Indonesia 3 Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung, Indonesia abutarbutarernie@gmail.com, barwinsabar@yahoo.com, cmarisa.handajani@ftsl.itb.ac.id Keywords: analysis of hydraulics, Flood, Drainage, Rain, Hydrology .
Kendal, Journal of civil engineering and planning. 10 (2008) 127-138,
Thesis Masters of Mining Engineering, UPN Veteran Yogyakarta, 2012.

., and also the auxiliary engineering project of commercial and residential buildings composed by high-rise residential areas.
Introduction This Commercial Centre is the multi-functional large commercial building integrating the shopping mall and Wal-Mart supermarket etc., and also the auxiliary engineering project of commercial and residential buildings composed by high-rise residential areas. [1] In 4.1.5 Article of "Fire-protection Regulations for High-rise Civil Building Design" GB 50045-95, it states that: "The auditorium, meeting room, and multi-purpose hall within high-rise buildings and other people-intensive places should be located at the first floor or the second or third floor, when they are must be located at other floors, the construction area of one hall or room should not exceed 400m2, and one hall or room must have at least two safety exits"[2].
The dining hall and gourmet food area and so on will be far more than the allowed range by "Fire-protection Regulations for High-rise Civil Building Design", however, considering that this building, as the place with crowded people, has the large space and high fire load density, it is required to take certain measures to prevent the large-scale spread of fires.
The scene setting description is as follows: (1) The smoke control and exhaust design for the shopping area has been conducted in accordance with "Fire-protection Regulations for High-rise Civil Building Design".

Introduction In 1869, a French engineer Edouard Philips first proposed the conception that centrifugal modeling technology could be used in the field of civil engineering[1].
The application of centrifuge tests in geotechnical engineering research and engineering practice have been improved significantly since the beginning of 1990s[4].
Chinese Journal of Geotechnical Engineering, 1996, 18(5): 92-94
Journal of Civil, Architectural &Environmental Engineering, 2013, 35(3): 25-31
London: School of Engineering and Mathematical Sciences, City University,1998

The Development On The Synthetic Seismic Waves And Its Relative Issues Ping Liu1,2,a, Hua Ma3,b, Rong Wang4, and Zhenbao Li3,c 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Department of Civil Engineering, Tianjin University Ren Ai College Tianjin 301636, China 3Key Laboratory of Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China 4China Harbour Engineering Company Ltd, Beijing 100027, China aliuping021031@126.com, bmahua@bjut.edu.cn, clizb@bjut.edu.cn Keywords: Synthetic Ground Motion; Response Spectrum; Phase Information; Long Period Abstract.
Many uncertain factors can affect the characteristics of seismology and seismic engineering.
Vanmarcke with random phase and trigonometric series from the MIT Department of Civil and Environmental Engineering in 1976.
Characteristics of response spectra of long-period earthquake ground motion[J], Earthquake Engineering and Engineering Vibration, Vol.10, No.1, (1990)
Engineering Mechanics,Vol.23, No.8,p.12-18 (2006).

Performance and Evaluation of Hot Mix Asphalt with an Addition of Lime Kiln Dust as a Mineral Filler Based on Western Australia Conditions Peerapong Jitsangiam1,a*, Hamid Nikraz2,b and Korakod Nusit3,c 1Center of Excellence in Natural Disaster Management, Department of Civil Engineering, Faculty of Engineering, Chiang Mai University, Huai Kaew Road, Mueang, Chiang Mai, 50200, Thailand 2Department of Civil Engineering, Faculty of Science and Engineering, Curtin University, Kent Street, Bentley, Perth, Western Australia, 6102, Australia 3Department of Civil Engineering, Faculty of Engineering, Naresuan University, Tha-Po, Mueang, Phitsanulok, 65000, Thailand apeerapong@eng.cmu.ac.th, bh.nikraz@curtin.edu.au, ckorakodn@nu.ac.th *Corresponding author Keywords: Lime kiln dust; Asphalt concrete; Road pavement; Resilient modulus; Dynamic modulus Abstract.
This study aims to investigate on the effect lime in forms of hydrated lime and LKD, as a mineral filler, has against stripping in addition to determining other engineering properties.
Acknowledgements The authors would like to thank the Department of Civil Engineering, Curtin University, Australia for laboratory testing contributions to this study under the co-fund research project between Chiang Mai University, Thailand and Curtin University, Australia.