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Napiah2, b, Ibrahim Kamaruddin3, c and Johnson Olufemi A4, d 1, 2, 3, 4 Civil Engineering Department, Universiti Teknologi PETRONAS, Tronoh, Perak, Malaysia a neersay@yahoo.com, b madzlan_napiah@petronas.com.my, c ibrakam@petronas.com.my, d femfunk2005@yahoo.com Keywords: Aggregate packing, Marshall Test, compaction energy, engineering properties, dynamic creep.
This work is focused on improving the compaction energy, engineering properties and rutting resistance of bituminous mixture by using the aggregate packing concept.
Developed mixture showed better engineering properties at 50 blows compaction, and these engineering properties satisfied the requirements of the appropriate type of mix as given in Table 4.10 in JKR Manual (Test and Analysis Parameters for Asphaltic Concrete) [7].
Table 1: The Engineering Properties for Developed and Well graded Mix at OBC Engineering properties Well graded at 75 blows Developed at 75 blows Developed at 50 blows Density (Kg/cm3) 2345 2426 2427 Stability (KN) 9.8 10.3 11.7 Flow (mm) 2.1 2.9 3 VMA (%) 15.85 12.1 12.8 VFA (%) 76 77.7 78.5 AV (%) 4.5 2.7 3.1 Density.
Pell, The Analytical Design of Flexible Pavements, Lecture Notes, Department of Civil Engineering Symposium, University of Glasgow, Apr. 1979.

The Seismic Analysis of Kiewitt Shell Based on the SMA Three-Dimensional Isolator Jinli Wang1, a, Haiqing Liu1,2, b 1 Institute of Civil Engineering and Architecture, Liaoning Technical University, Fuxin, 123000, P.R.China 2 Institute of Civil Engineering and Water Conservancy, Dalian University of Technology, Dalian, 116024, P.R.China akuki29@126.com, b lhq2008@163.com Keywords: The SMA 3D Isolator; Kettlewell Shell; Seismic Response; Isolating Effect Abstract.
At present various problems have emerged as some rubber bearings can not respond to the excessive deformation in practical engineering.
References [1] ZHOU FULIN: Engineering Structural Damping Control (Earthquake Press, China 1997) [2] ZHU BOLONG: Engineering structural Anti-seismic Design (ShangHai Science Press, China 1991) [3] J.M.kelly: Base Isolation: Liner theory and design, Earthquake Spectra, vol. 6(1990), p. 2 [4] YAN WEIMING, ZHOU FULIN and TAN PING: Civil Engineering Structure Vibration Control Research Progress, the Earthquake Engineering, vol. 13(1997), p. 8 [5] ZHOU FULIN: Isolation Structure and Control to the Development and Application of Technology, the Earthquake Engineering, vol. 4(1989), p. 16 [6] LV XILIN and YE HUA: Active Structural Control and Hybrid Control Technology Development, the Earthquake Engineering, vol. 13(1997), p. 21

Seismic Fragility Assessment of Building with Metallic Hysteretic Damper in Consideration of Stiffness Ratio Daniel Rumbi Teruna1,a and Hendrik Wijaya2,b 1Department of Civil Engineering, University of Sumatera Utara, Jln.
Mansyur Kampus USU Medan 20155, Indonesia. 2Department of Civil and Construction Engineering, Swinburne University of Technology, Melbourne, Australia.
Advances in Civil Engineering 2015 (2015)
"Open system for earthquake engineering simulation."
Journal of structural engineering 128.4 (2002): 526-533

Dynamic Responses of Slope under the Effect of Seismic Loads Luojian Mao1, a, Qian Xu2, b, Zheng Jian1, c and Ying Zhu1, c 1College of Architecture and Civil Engineering, Xi’an University of Technology, Xi’an 710048, China 2College of Civil Engineering, Chongqing University, Chongqing 400044, China a21561068@qq.com, bxuqian0908140831@163.com, c296479079@qq.com, cxuqian050701118@163.com Keywords: seismic loads; slope; general earthquake; rare earthquake; dynamic response.
Generally speaking, under this condition it is unnecessary to take engineering steps to stabilize slope
Rock Mechanics and Rock Engineering, Vol. 45 2 (2011) 205-215
Earthquake Engineering and Engineering Vibration, Vol. 26 3 (2006) 248-251
On the seismic stability analysis of reinforced rock slope and optimization of prestressed cables, Frontiers of Structural and Civil Engineering, 2 (2012) 132-146

Kadir 2, b 1 Faculty of Civil and Environment Engineering (FKAAS),Universiti Tun Hussein Onn Malaysia(UTHM) 2 Faculty of Civil and Environment Engineering (FKAAS),Universiti Tun Hussein Onn Malaysia(UTHM) a mad_sha89@yahoo.com.my, b aeslina@uthm.edu.my Keywords: Mosaic sludge, Bricks, Compressive strength, Shrinkage, Density, Initial rate of suction.
International Journal of Integrated Engineering. 2012. 4(2):1-8
International Journal of Engineering and Applied Science.
Chemeca 2013:Challenging Tomorrow.Borton , ACT: Engineers Australia. 2013:485-490
Abdul Kadir & Abbas Mohajerani, Recycling cigarette butts in lightweight fired clay bricks Proceedings of Institution of Civil Engineers: Construction Materials. 2011. 164(5), pp. 219-229

Hassan1f 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia ainulhaezah@yahoo.com, mohammad@utm.my, marafique@utm.my, taliatyusuf@yahoo.com, nmakadir@gmail.com, ibrashg@yahoo.com Keywords: Concrete, vinyl acetate effluent, strength, durability.
Acknowledgement The authors gratefully acknowledge the support for the research from staff and technicians, Faculty of Civil Engineering, University Teknologi Malaysia.
Environmental Engineering, 2 (2010) 139-158 [2] M.N.
Noruzman, in: Research, Development, and Practice in Structural Engineering and Construction, edited by V.
Kardon, Materials in Civil Engineering, 9 (2) (1997) 85-92 [21] V.

Seismic response analysis on RC Frame Strengthened with viscoelastic damper Jian ping He1,a , Ya Li wang1,a,Yong Liu2,b 1 Dept. of civil Engineering of Luoyang Institute of Science and Technology, luoyang,China,471023 2 Central China Real Estate Group Limited, Zhengzhou , China ,450002 a hejp1348@163.com, b young780824@163.com Keywords:viscoelastic damper ,Seismic response ,Strengthening Abstract.
After the earthquake, tsinghua university, southwest jiaotong university and Beijing jiaotong university civil structure and other relevant experts, has three group of carrying out construction that damage investigation and analysis: The earthquake caused many houses collapsed, deformation and crack or damage, that is to say the quake itself does not kill people, is the destruction of houses to cause casualties .In Japan improve all kinds of engineering seismic fortification level and aseismatic ability, improve the earthquake rescue ability and the public's awareness of disaster reduction is the main way to reduce the earthquake disaster, the state council through the wenchuan earthquake reconstruction to the overall planning, strengthen the disaster prevention and mitigation system and integrated disaster reduction ability construction, improve the disaster prevention and emergency rescue ability.So our country, in the abundant funds conditions, should be limited choice more conducive
References [1] Civil and Structural Groups of Tsinghua University,Xinan Jiaotong University and Beijing Jiaotong University.
Railway Engineering,.2008,6.102-104 [8] SHI Chunfang1,XU Zhaodong2.
World Earthquake Engineering,2003,12.45-49

Nielsen2,b and B.Basu3,c 1,2Department of Civil Engineering, Aalborg University, 9000, Denmark 3School of Engineering, Trinity College Dublin, Dublin 2, Ireland apdc@civil.aau.dk,bsrkn@civil.aau.dk, cbasub@tcd.ie Keywords:H-Darrieus Wind Turbines, Double Element Airfoils, Active Blade Pitch Control Theory, Abstract.As Development of small vertical axis wind turbines (VAWT) for urban use is becoming an interesting topic both within industry and academia.
Dress,The cycloturbine and its potential for broad application,Second International Symposium on Wind Engineering, Amsterdam, Oct 1987 [4] D.
Dick,A theoretical and experimental investigation into straight bladed vertical axis wind turbine with second order harmonic pitch control,Wind Engineering, Vol.11 No. 5, 1987, pp. 237-247
Lazauskas, Enhancing the performance of a vertical axis wind turbine using simple variable pitch systems,Wind Engineering, Vol.15 No.4, 1991, pp. 187-195

Tjondro1,c, Juliana Anggono2,d and Djwantoro Hardjito1,e 1Department of Civil Engineering, Petra Christian University, Jalan Siwalankerto 121-131, Surabaya 60236, Indonesia 2Department of Mechanical Engineering, Petra Christian University, Jalan Siwalankerto 121-131, Surabaya 60236, Indonesia aantoni@petra.ac.id, brudini.geman@hotmail.com, cfunny_or_crazy_man@hotmail.com, djulianaa@petra.ac.id, edjwantoro.h@petra.ac.id Keywords: LUSI mud, calcinations temperature, compressive strength, geopolymer mortar Abstract.
Civil Engineering Dimension, 2010. 12(1): p. 18-22
Civil Engineering Dimension, 2004. 6(2): p. 88-93
Characterization of LUSI Mud Volcano as Geopolymer Raw Material: A Review. in The 2nd International Malaysia-Ireland joint Symposium on Engineering, Science and Business. 2012.

Proposed Design Method of Combined Connections with Bolts and Longitudinal Welds Yongjiu Shi 1,a , Lei Wang1,b, Yuanqing Wang1,c,Jiansuo Ma2,d,Runshan Bai2,e 1 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China 2Hebei Institute of Architecture and Civil Engineering，Shijiazhuang，075024，China a shiyj@tsinghua.edu.cn, bwanglei2006010@163.com,c wang-yq@tsinghua.edu.cn dhbzjkmjs@qq.com,eshsbrsh@163.com Key Words：Combined Connection; Bolt; Weld; Design Method Abstracts: The combined connection with welds and bolds can be widely used in reinforcing the joint in steel structure.
Therefore, this provision greatly limits the use of combined connections in reinforced engineering.
Geoffrey: Journal of Structure Engineering, Vol.126(2000), P279-286 [3] CECS77:96 Technical specifications for reinforcement of steel structure.