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Pavement Primary Response using Influence Function and Peak Influence Function Buhari R.1, a and Collop AC.2, b 1Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia (UTHM), 86400,Parit Raja, Batu Pahat, Johor. 2University of Nottingham, UK arosna@uthm.edu.my, bcollop@nottingham.ac.uk Keywords: vehicle dynamic load, quarter truck model, primary response, influence function,peak influence function.
References [1] Collop A.C., Effect of Traffic and Temperature on Flexible Pavement Wear, PhD thesis, (1994) Cambridge University Engineering Department, Cambridge, UK
[4] Sun L. and Kennedy T.W., Spectral Analysis and Parametric Study of Stohastic Pavement loads, Journal of Engineering Mechanic, (2002), 128, pp 319-327
and Luo Feiquan, Non-stationary Dynamic Pavement Loads Generated by Vehicle Travelling at Varying Speed, Journal of Transportation Engineering, (2007)
[10] Sun L. and Kennedy T.W., Spectral Analysis and Parametric Study of Stohastic Pavement loads, Journal of Engineering Mechanic, (2002), 128, pp 319-327

Modelling of Clay Behaviour in Pile Loading Test using One-Gravity Small-Scale Physical Model Sulaeman, A.1,a, Ling, F.N.L.2,b, and Sajiharjo, M.2,c 1Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, Malaysia 2Faculty of Civil and Environmental Eng., Universiti Tun Hussein Onn Malaysia, Malaysia aagus@uthm.edu.my, bfelix@uthm.edu.my, csajiharjo@gmail.com.
Before properties of modeled soil was determined, the engineering properties and critical state line (CSL) of clay soil at same location was previously measured by author [8].
Results and Analysis The followings are data results, analysis and verification of scaling factor of clay soil under PLT: Engineering Properties The engineering properties as shown in the Table 2 demonstrates the very soft clay and high plasticity.
Table 2 Engineering properties of RECESS soil Depth (m) Class Atterberg Limits Oedometer test Triaxial CU 2.0 – 3.0 CH MC = 57; LL= 68; PL = 27; PI = 41 Cv = 0.9 m2/year; Cc = 0.51 c= 7kPa ; Φ = 8° To verify the correctness of CSL value, let refer to the expression of (Atkinson and Bransby, 1978) λ=Cc2.303 .

Semi-active and hybrid control method proposed recently, reduce the dependence on external energy and have better effects than passive control, which caused a great deal of attention of researchers and engineers.
Civil structures are complicated systems which are nonlinear, strong coupling, multivariable and uncertain.
Housner et al, Structural Control: Past, Present, and Future, Journal of Engineering Mechanics, Vol.123, No.11, 1997 [2] T.
Kobori, et al, Seismic response controlled structure with active variable stiffness systems, Journal of Engineering Mechanics, Vol.22, 1993 [3] Goto,K.
Theisis, Institute of Engineering Mechanics, CSB, 2006.

Research on the Corrosion Resistance of Manganese Slag Cement Stabilized Macadam Base Feng Qin 1, a, Zhuangbin He 2, b, Qionnian Huang 3, c 1Guangxi vocational and technical college of communications, No.12 North Yuanhu Road, Nanning, China 2Guangxi vocational and technical college of communications, No.12 Yuan Huhorth Road, Nanning, China 3The Civil Engineering and Architecture Department of Guangxi University of Technology, No.268 Donghuan Road, Liuzhou, China aemail: qinfeng5641778@163.com, bemail: hezhuangbin@163.com, cemail: hqnian@163.com Keywords: manganese dregs reject, stabilized base, corrosion resistance, experimental study.
Test Procedures Prepare of test .In the test, the method of testing maximum dry density and optimum water content through heavy compaction based on "The combination of highway engineering materials and inorganic material test stable rules".
Application of manganese slag-cement concrete in harbor and channel engineering, Journal of Concrete, pp. 101-103, in Chinese
Cement Engineer.Hanedbook Bauverlag Gmb[J].
Study on pervous road brick prepared by recycled aggregate concrete[J].Key Engineering Material, 302((303):321～327

Fly Ash-Desulfurization Gypsum Mortar and Concrete Part I: Mix Proportions and Hydration Yu CHEN1,a, Ying-li GAO2,b 1School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, CHINA 2School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha, Hunan 410114, CHINA ajust4ujust43@163.com, byingligao@126.com Keywords: fly ash; desulfurization gypsum; mix proportion; hydration; sulfate activation Abstract: Fly ash (FA) and flue gas desulphurization gypsum (FGD) were blended in proportion into a new composite binder added with cement, lime and some modifiers.
Introduction In China, fly ash (FA for short) had been widely used in manufacture of cement, concrete and wallboard, or in pavement, bam and other engineering [1,2,3].
Mix Proportions of FA-FGD Composite Binder Coating or masonry mortar, cement plaster and slurry were the most commonly used nonstructural materials in civil engineering.
Journal of Railway Science and Engineering, No.1, 2005, 34~37 [3]YAN Peiyu, YANG Wenyan.

Study on the Shear Strength Parameters for Municipal Solid Waste with Higher Content of Organic Matter Zhenying Zhang1, a and Dazhi Wu1,b 1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou, China azhangzhenyinga@163.com, bwdz@hz.cn Keywords: Municipal solid waste; shear strength parameter; effective stress; organic matter.
Li, in: Environ Geol Engineering. 57(2009), p. 1911-1923
Guo, in: Journal of Geotechnical Engineering 20(5) (1998), p. 1-6
Eid et al, in: Journal of Geotechnical and Geo-environmental Engineering ASCE. 126(5) (2000), p. 397-407
Stark et al, in: Journal of Geotechnical and Geo-environmental Engineering ASCE. 127(9) (2000), p. 812-815

Quantitative Study on Abrasive Belt Wear Based on Geometric Parameters HE Zhe1,a*, LI Jianyong1,2, WU Yuefeng1,b, LIU Yueming1,2 1School of Mechanical, Electronic and Control Engineering, Beijing Jiaotong University, Beijing 100044, China 2Key Laboratory of Vehicle Advanced Manufacturing, Measuring and Control Technology, Ministry of Education, Beijing 100044, China ahezhe_essay@163.com, b16125973@bjtu.edu.cn Keywords: Grinding; Abrasive belt grinding; Abrasive belt topography; Abrasive belt wear Abstract.
[2] S.Zaborski, W.Pszczolowski, Selected problems in evaluation topography of coated abrasives, Archives of civil and mechanical engineering, 63 (2006) 133-141
Experimental investigation in the grinding and wear performance of abrasive belt grinding, Mechanical science and technology for aerospace engineering, 12 (2014) 1865-1868
Study of abrasive wear in belt grinding of a close alpha titanium alloy, Journal of shandong university (engineering science), 40 (2010) 53-58
Research of the science and technology development in high-speed and efficient processing field, Journal of mechanical engineering, 46 (2010) 106-120

Fig. 1 shows one of these tests carried out with the model in the wave flume at the Department of Architecture and Civil Engineering at Instituto Superior Técnico (IST), Lisbon, Portugal.
Panicker, Power resource estimate of ocean surface waves, Ocean Engineering, 3 (1976), 429-439
Lewis, 3D hydrodynamic modeling of fixed oscillating water column wave power plant by a boundary element methods, Ocean Engineering, 30 (2003), 309-330
Falcão, Experimental and numerical investigation of non-predictive phase-control strategies for a point-absorbing wave energy converter, Ocean Engineering, 36 (2009), 386–402
Losada, Realistic wave generation and active wave absorption for Navier–Stokes models: application to OpenFOAM, Coastal Engineering, 71 (2013), 102–118

Bridge Disaster Prevention and Disposal Methods in Mining Area Qing-jie Wen1, a, Hui Lu2,b 1School of Mechanics and Civil Engineering, State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining& Technology, Xuzhou, Jiangsu Prov., China 2School of Management, China University of Mining& Technology, Xuzhou, Jiangsu Prov., China awenqingjiefjs@126.com, baloe525@126.com Keywords: Bridge Disaster; Surface Subsidence; Large Deformation; Disposal of Foundation Abstract.
The authors thank Professor Guang-yun Yu in China University of Mining& Technology for his valuable engineering information for bridges in mining area.
Physical and Mechanical Properties Evolution and Engineering Response of Disturbed Soil in Ming Subsidence Area With Large Vertical Deformation.
Priznar: Fourth Biennial Interstate Technical Group on Abandoned Underground Mines "Abandoned Underground Mine Workshop", lowa: The Iowa Department of Transportation and The Illinois Department of Transportation (2002) [4] Sung-Oong Choi: Stanford Rock Fracture Project Vol. 11 (1998), p. 23-26 [5] Qiao Zhichun, Xia Junwu, Guo Guangli, Yang Shunchen: Journal of China University of Mining & Technology Vol. 28, No. 6 (1999), p. 593-596 (In Chinese) [6] Yang Longbiao: Gold Vol. 18, No. 1 (1997), p. 30-31 [7] Olivier Deck, Marwan Al Heib: Engineering Structures Vol. 25, No. 4 (2003), p. 435-448 [8] YU Guang-yun, Xia Jun-wu, WANG Dong-quan: Journal of China University of Mining & Technology Vol. 33, No. 1 (2004), p. 59-61 (In Chinese)

The Kinematic Design of 2K-2H Planetary Gear Reducers with High Reduction Ratio Long-Chang Hsieh1,a,Hsiu-Chen Tang2,b 1Dept. of Power Mechanical Engineering, National Formosa University 64 WunHua Rd., Huwei, Yunlin 63208, Taiwan 2Institute of Mechanical & Electro- Mechanical Engineering 64 WunHua Rd., Huwei, Yunlin 63208, Taiwan alochsieh@nfu.edu.tw, bjohn91487@hotmail.com Keywords:2K-2H Type Planetary Gear Reducer, Compound Planet Gear, Kinematic Design, Simple Planet Gear, Train Value Equation.
Wu: Journal of the Chinese Society of Mechanical Engineers Vol. 10(1989), No. 2, p.153 [3] L.C.
Wang:International Journal of Mechanical Engineering Education Vol.36(2008), No.1, p.16 [15] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of AMRVol.317-319(2011), p.2226 [16] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of Advanced Science Letters Vol. 12(2012), p. 34 [17] Long-Chang Hsieh,Tzu-Hsia Chen: Journal of AMRVol.591-593(2012), p.2165 [18] Long-Chang Hsieh, Hsiu-Chen Tang: Journal of AMM Vol. 232(2012), p. 955 [19] C.G.
Popov: Proceedings of the 3rd International Conference on Manufacturing Engineering, Chalkidiki, Greece(2008), p.571 [21] A.
Golenko: Journal of Archives of Civil and Mechanical EngineeringVol. 9 (2009), No. 2, p.39 [22] Takashi Takahashi, U.S.