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Research on wear characteristics of CVD composite coated tool in natural marble cutting Dehong Zhao a, Guangyu Yanb, Qiong Wu c School of Traffic and Mechanical Engineering, Shenyang Jianzhu University, Shenyang, China, 110168 a85755340@qq.com, b775083630@qq.com, c370196626@qq.com Keywords: Chemical Vapor Deposition coated tool; natural marble; cutting force; wear mechanism.
References [1] Ceng Xiangcai, Li Meng: Characterization of coating composition and structure of NC tool CVD coating (Sichuan University, Civil Aviation University of Chinese)
[5] Li Xuanqi, Fan Wei, Yang Gang, Zhao Hong.: Experimental study on milling tool wear of titanium alloy material (Mechanical Engineer, 2008)
[8] Wang Zhangzhong, Qiao Bin: Materials for Mechanical Engineering (China Machine Press, Beijing, 2001.5)
[11] Zhao, De Hong, Yan, Guang Yu; Wu, Yu Hou; Ren, Wen Xiang：Research on the wear characteristics of PDC diamond cutting tools for natural granite （Advanced Materials Research, v 774-776, p 1026-1031, 2013, Advanced Technologies in Manufacturing, Engineering and Materials)

Numerical simulation of load transfer mechanism of T-shaped soil-cement deep mixing column Peisheng Xi1,a, Xiaotao Zhang1,b*, Bo Liu1,c 1Department of civil engineering, Anhui jianzhu university, Hefei, Anhui, 230601, China axipeisheng@163.com, bzhangxt21@163.com, caualiubo@163.com Keywords: T-shaped soil-cement deep mixing column; Load transfer; Numerical simulation; Design parameter.
Mohr-Coulomb model is most widely used soil constitutive model in geotechnical engineering, general soil test can determine the soil parameters, not need do Senior experiments, so select this model to calculate and checking this model can better control accuracy 5% .Build calculation model shown in Figure 2.
Chinese Journal of Geotechnical Engineering, 2009, 31(7): 1059-1068.
Journal of the Geotechnical Engineering Division, ASCE, 1982, 108(12): 1605-1623

The Test Analysis on Frost Heave Characteristics of Carbonated saline soil Wenhua Wang1, a, Wending Zhao2,b and Zhang Wang3,c 1 Key Laboratory of Civil Engineering Earthquake Resisitance and Disaster Mitigation of JiLin Province, Changchun Institute of Technology, Changchun City, China 2 JiLin Provincial Communication Planning and Design Institute, Changchun City, China 3 Changchun Municipal Engineering Design & Research Institute, Changchun City, China a wwh741205@126.com, b zwd8768@163.com, c abao_0212@163.com Keywords: Carbonated saline soil.
But the soil packing of roads, channels, dams and support structures engineering, sometimes need to be adopted the carbonated saline soil by restrictions, according to the code for the compaction degree, it needing to achieve above 90%, for the density of this carbonate saline soil compaction degree is bigger and can easily occur the larger frost heave damage [3,4] in low temperature, so it has some of the research significance for indoor carbonated saline soil compaction frost heave test.
Chinese Journal of Geotechnical Engineering.

Axle-equivalent Method for Concrete Bridge Deck Thin Pavement Xunqian Xu 1,2,a, Zhenqing Liu3,b，Guoqing Wu 1,c , and Chen Zhang 2,d 1 School of mechanical engineering, Nantong University, Jiangsu, Nantong 226019, P.R.
China 2School of architecture engineering, Nantong University, Jiangsu, Nantong 226019, P.R.
Hao: International Journal of Fatigue, Vol.30 (2008), p.1092 [3] Ministry communications of China: Highway Engineering Technique Criterion (JTG B01-2003), edtied by People Traffic Publishing Company, Beijing, China (2003), in press
Huang: China Civil Engineering Journal.Vol.40 (2007), p.54.

Modification for Fatigue Curves Based on Component Reliability Lijuan Cao1,a, Shouju Li2,b, Yijin Shangguan3,c 1School of Mechanical and Power Engineering, Dalian Ocean University, Dalian, 116023 China 2State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian,116024, China 3School of Civil Engineering, Dalian University of Technology, Dalian,116024, China aclj@dlou.edu.cn, blishouju@dlut.edu.cn, csgyj1234@163.com Keywords: Scatter Factors, Fatigue Life and Strength, Modification of Fatigue Curve, Stromeyer Equation, Standard Deviation.
J, A new approach to fatigue strength distribution for fatigue reliability evaluation, International Journal of Fatigue 17(2)( 1995) 85-89 [4] Aneta Němcová, Josef Zapletal, Martin Juliš and Tomáš Podrábský, Cyclic Fatigue Resistance of AZ91 Magnesium Alloy Materials Engineering, 16(4) (2009) 5-11
Gao, Small sample theory for reliability design The Journal of Strain Analysis for Engineering Design, 37(2002) 87-92

Study on Public Policy for the Application of Shallow Geothermal Energy into Building Energy Efficiency Li Man1, a, Wang Xiao1，b 1School of Civil Engineering Nanjing University of Technology Nanjing Jiangsu, China aliman0926@yeah.net, bwangxiao5858@yeah.net Keywords: building energy efficiency; shallow geothermal energy; policy research Abstract: At present, in China, shallow geothermal energy has been widely used in energy efficiency of building, but the question of policy mechanisms reduce the rate of new energy promotion.This paper compares the differences between the domestic and foreign shallow geothermal energy policy through the comparison gets the revelation of shallow geothermal energy policy, and combines with the development situation and utilization goal, in the end gives the recommendations for policy system of shallow geothermal.
(i.e., Evaluation Norms of Shallow Geothermal Energy Exploration, Ground Source Heat Pump Systems Engineering Technical Regulations, Heat Pump System Operation and Management Procedures, Public Building Energy Consumption Monitoring System Technical Regulations) [2]
Engineering Design and Construction, 2007, 11: 1-4
Hydrogeology and Engineering Geology, 2008, 3:1-2.

Upcycling of Polystyrene Waste Plastics to High Value Carbon by Thermal Decomposition Kenneth Mensah1,a, Hatem Mahmoud1,2,b, Manabu Fujii3,c and Hassan Shokry1,4,d 1Environmental Engineering Department, Egypt-Japan University of Science and Technology, New Borg El‑Arab City, Alexandria, Egypt 2Department of Architecture Engineering, Faculty of Engineering, Aswan University, Aswan, 81542, Egypt 3Department of Civil and Environmental Engineering, Tokyo Institute of Technology, Meguro-Ku, Tokyo, 152-8552, Japan 4Electronic Materials Researches Department, Advanced Technology and New Materials Research Institute, City of Scientific Research and Technological Applications (SRTA-City), Alexandria, Egypt akenneth.mensah@ejust.edu.eg, bhatem.mahmoud@ejust.edu.eg, cfujii.m.ah@m.titech.ac.jp, dhassan.shokry@ejust.edu.eg Keywords: polystyrene (PS); thermolysis; graphene; surface area; XRD.

Scholtes2 1 CEMDRX, Department of Mechanical Engineering, University of Coimbra, Portugal 2 IfW, Institute of Materials Engineering, Kassel University, Germany (*Erasmus Student) 3 MMS, Mechanics of Materials and Structures, Ghent University, Belgium 4 CEMDRX, Department of Physics, University of Coimbra, Portugal ajoao.nobre@dem.uc.pt – corresponding author Keywords: residual stresses, hole-drilling method, polymer-matrix composites (PMCs), carbon-fibre reinforced polymers (CFRPs), ANSYS structural, SOLID186 Abstract.
Introduction Polymer matrix composites (PMCs), such as carbon fibre reinforced polymers (CFRP), combining a high specific stiffness and strength, allied to the insensitivity to corrosion and fatigue cracking, make these materials a perfect choice for a large number of structural applications, from small parts to large structures, in aerospace and aeronautical industries, to reinforcement elements of concrete beams in civil engineering applications [1].
[3] Nobre, J.P., et al., Computer Applications in Engineering Education, Vol. 17(1) (2009), p.1-12

References [1] American Society of Civil Engineers : Specification for the design of cold-formed stainless steel structural members.
Isozaki : Journal of Structural and Construction Engineering (Transactions of Architectural Institute of Japan), No.556 (2002), p159
Shin : Key Engineering Materials, Vols.452-453(2011), p.617
Kim : Key Engineering Materials, Vols.452-453(2011), p.613

[2] American Society of Civil Engineers : Specification for the design of cold-formed stainless steel structural members.
Isozaki : Journal of Structural and Construction Engineering (Transactions of Architectural Institute of Japan), No.556 (2002), p159
Shin : An Experimental Study on Structural Behaviours of Single Shear Cold-formed Stainless Steel Bolted Connections with Two Bolts, Key Engineering Materials, Vols.452-453(2011), p.617
Kim : Finite Element Analysis on Structural Behaviours of Single Shear Cold-formed Stainless Steel Bolted Connections with Two Bolts, Key Engineering Materials, Vols.452-453(2011), p.613