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Failure behavior for cross-anisotropic sand Xuefeng LI 1, a, Liang Kong2, b 1 School of civil Engineering and water conservancy, Ningxia University, Yinchuan 750021, China. 2 School of Sciences, Qingdao Technological University, Qingdao 266033.
Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdam, The Netherlands, 1, 699-702 (1981)
Canadian Geotechnical Engineering, 30, 848-858 (1993)
Journal of Engineering Mechanics, 129(2), 160-166 (2003)
P., International Association for Bridge and Structure Engineering Proceedings, Bergamo, Italy, Vol. 19 (1975)

Rigid joints transferring forces outside box columns with deviation of column's verticality—finite element method simulation Guang Xian Liang1,a, Zhong Gen Xu1,b, Wei Ming Chen1,c, Chang Gen Deng2,d 1Faculty of Civil Engineering, Guangzhou University, WaiHuanXi Road 230 of Mega-center, Guangzhou,510006,China 2Faculty of structural engineering, Tongji University, Siping Road 1239, Shanghai, 200092, China a737229344@qq.com, bxuzhonggen@263.net, c781002278@qq.com, ddengcg@tongji.edu.cn Keywords: Verticality, joints, force-transforming plates, carrying capacity Abstract.
(a) Finite element netting of traditional joints (b) Finite element netting of joints with force-transforming plates Figure 4 Finite element discretization of the joints 2.3 Constraints and Loading Mode To fit for the actual situation in engineering, the constraints of x, y, z three directions are set at the bottom of the column.
Engineering mechanics, 2012,29(11):71-79 (in Chinese) [2] Pachoumis, D.
Engineering structures, 2010,32:2683-2692 [3] Dingrong Cheng.

Nonlinear Finite Element Analysis for Compressive Capacity of Interior Constrained Square Concrete-filled Steel Tube Column Qishi Zhou1, a, Yin Xu2,b , Zhiwu Yu3,c Department of Civil Engineering,central south university ,Hu Nan Province410075,China qishizhou@csu.edu.cn, yinxucs@sina.cn, zhwyu@csu.edu.cn Keywords: Interior constrained rectangular concrete-filled steel tube; compression behavior; nonlinear finite element method; constitutive relation Abstract: Nonlinear finite element model is established for the square interior constrained concrete filled steel tube column based on the research of the element type and material constitutive relation with finite element software ANSYS to find out the influence of the thickness of the steel tube, location of studs and geometry of the stirrups on the compression capacity of the short column, The results show that the compression capacity of the short column has something to do with the thickness of the steel tube and the studs, but
Journal of Structural Engineering, 1992, 118( 11) : 3036- 3054
Journal of Structural Engineering, ASCE, 2002, 128( 9) : 1222- 1230
Journal of Structural Engineering, ASCE, 2005, 131( 3) : 488- 497
Numerical analysis of engineering structure[M].

Mechanical Analysis on Anchorage Structure of Self-anchored Suspension Bridge Jia-Xing Zhoua, Qing-Tian Sub , Chong Wuc ,Guo-Tao Yangd Department of Bridge Engineering, Tongji University, Shanghai 200092,China ajiaxing_zhou@yahoo.com.cn, bsqt@tongji.edu.cn, ccwu@tongji.edu.cn, d2010expo@tongji.edu.cn Keywords: suspension bridge; self-anchored; anchorage zone; steel girder; finite element method; structure optimization Abstract.
References [1] WEI Hua, CHEN Miaotong, XU Dong: Construction Control of the Xixin Bridge-the Longest Span reinforced Concrete Girder Self-Anchored Suspension Bridge in China[in Chinese], in Structural Engineers, 2004; (3): 77-82 [2] John Sun, P.E.; Rafael Manzanarez, P.E.; and Marwan Nader, P.E: Design of Looping Cable Anchorage System for New San FranciscoCOakland Bay Bridge Main Suspension Span, in JOURNAL OF BRIDGE ENGINEERING [3] Jianguo Nie; Muxuan Tao, S.M.ASCE; Jiansheng Fan: Research on Cable Anchorage Systems for Self-Anchored Suspension Bridges with Steel Box Girders, in JOURNAL OF BRIDGE ENGINEERING [4] Li Xiaozhen, Cai Jing, Qiang Shizhong: STUDIES ON MODELS OF CABLE-GIRDER ANCHORAGE FOR LONG-SPAN CABLE-STAYED BRODGES WITH STEEL BOX GIRDER, in China Civil Engineering Journal

Analysis on the Technology of Highway Subgrade Disease Prevention and Maintenance in Guangdong Province Luo ZHANG1,a，Yi-min WANG1,b 1School of Civil Engineering & Transportation, South China University of Technology, Guangzhou Guangdong China 510640 amarcus123456@126.com, bctymwang@scut.edu.cn Keywords: Highway, Subgrade, Disease prevention, Maintenance technique, Questionnaire.
There are three questions about problems and suggestions of subgrade maintenance, the engineering problems they are meeting, whether established technical standard and specifications for local area, comments and suggestions for the formulation of "the technical specification of the highway subgrade maintenance".
According to the amount of maintenance engineering quantity, the main subgrade disease types are shown in Figure 2.
Three questions designed for problems and suggestions of subgrade maintenance are that, the engineering problems they are meeting, whether established technical standard and specifications for local area, comments and suggestions for the formulation of "the technical specification of the highway subgrade maintenance".
The common disease and prevention of Highway Maintenance Engineering.

Caputo3,f 1Department of Industrial Engineering – Aerospace Division, University of Naples “Federico II”, Via Claudio 21, 80125, Napoli, Italy 2Department of Bioengineering and Aerospace Engineering, University of Madrid “Carlos III”, Av. de la Universidad 30, 28911 Leganés, Spain 3Department of Engineering, University of Campania “L.
Rytter, in: Vibrational Based Inspection of Civil Engineering Structures Aalborg, Denmark, University of Aalborg PhD (1993)
Aliabadi: Procedia Engineer.

Experimental study on Mahua Bio-Diesel – An alternative source of Green Energy A.John Rajan1,a, Kaja Bantha Navas2,b, Sindiri Chaitanya3,c, Udit R Topno4,d 1,2,3,4Department of Mechanical and Production Engineering,Sathyabama University, Chennai, India aprofajr.prod@sathyabamauniversity.ac.in, b sumai244@yahoo.co.in, c sindirichaitanya007@gmail.com,dtopno.udit@gmail.com Keywords: Mahua biodiesel, blend oil, diesel additives, mahua methyl ester, bio-diesel test.
[2] Lohith K, Sudarshan T, Muralidhar S and Shankar Gowda, “Feigning examination of 4-stroke DIESEL ENGINE using MAHUA BIOFUEL”, International Journal of Advances in Mechanical and Civil Engineering, Vol.1, Issue.1, Dec.-2014, pp. 1- 4
[3] Ashish Jawalkar, Kalyan Mahantesh, M Jagadish, Madhusudhan Merawade, M C Navindgi,”Performance and Emission Characteristics of Mahua and Linseed Biodiesel Operated at Varying Injection Pressures on CI Engine”, International Journal of Modern Engineering Research, Vol. 2, Issue. 3, May-June. 2012, pp. 1142-1149
Rahul Bharadwaj “Performance and Emission Charecteristics of CI-engineusing Mahua (Madhuca Longifolia) Biodiesel under Varying Operating Conditions”, International Journal of Engineering and Technology, Vol. 2, No. 7, July. 2012, pp. 1142-1149
Vineet Kumar “Experimental Investigation on the Performance and Emission Characteristics of Mahua Biodiesel in Single Cylinder Di Engine”, International Journal of Engineering Science Invention, Vol.3, Issue. 6, June 2014, pp. 30-37.

A Low Cost Compact Control System for the HIPPO ROV Biao Wang1, a, Chao Wu1,b and Tong Ge1,c 1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, 800 Dongchuan RD.
Located in Institute of Underwater Engineering, East Jiangchuan Road, China, the tank has a size of 4m (length) by 2m (width) by 3m (maximum depth).
Zhou, A Hull-Inspect ROV Control System Architecture, China Ocean Engineering, Vol.23, No.4, 751-761, 2009
Kim, Development of a Real-Time Control Architecture for a Semiautonomous Underwater Vehicle for Intervention Missions, Control Engineering Practice, 12, 1521-1530, 2004 [5] S.
Lee, The Development of a Remotely Operated Vehicle(ROV) for Aquaculture, Aquaculture Engineering, Vol.15, No.6, 461-483,1996

The Kinetics of Magnesium Carbonate Crystallization for Traditional Salt Production Wastewater Recovery Mirna Apriani1,a*, Wahyono Hadi2,b and Ali Masduqi2,c 1Department of Wastewater Treatment Engineering, Shipbuilding Institute of Polytechnic Surabaya, Surabaya, Indonesia 2Department of Environmental Engineering, Faculty of Civil, Environmental and Geo-Engineering Institut Teknologi Sepuluh Nopember, Surabaya, Indonesia amirnaapriani@gmail.com, bwahyonohadi@gmail.com, cmasduqi@its.ac.id Keywords: bittern, kinetics, magnesium carbonate, reaction order, supersaturated.
Industrial & engineering chemistry research. 49(12) (2010) 5489–5495
Current Opinion in Chemical Engineering. 1(2) (2012) 178–182

Kurian3, c 1, 2, 3Dept. of Civil Engineering, Universiti Teknologi PETRONAS, Tronoh, Perak, Malaysia – 31750 ayendurianurag@gmail.com, bmontasir.ahmedali, ckurian_john@petronas.com.my Keywords: Configuration; Station-keeping systems; Mooring line; Quasi-static analysis Abstract.
The motivation for this work lies with investigating the behaviour of mooring systems for various configurations of the lines which can givean insight to the design engineers in selecting mooring line configurations for the platforms.
Jain, Dynamic behaviour of offshore spar platforms under regular sea waves, Journal of Ocean Engineering 30 (2003) 487-516
GuedesSoares, Assessment of the effect of mooring systems on the horizontal motions with an equivalent force to model, Journal of Ocean Engineering 33 (2006) 1644-1668
MacFarlane, Statics of a three component mooring line, Journal of Ocean Engineering 28 (2001) 899-914