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Experimental study on the interface properties of geotechnical anchorage bolt under cyclic loading Sifeng Zhang1,a, Jianxiang Feng1,b, Rei Han2,c, Zhigang Sun3 1 School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China; 2 Shandong Zhengyuan Construction Engineering, Company, Ltd., Jinan 250101, China; 3 Shandong Provincial Communications Planning and Design Institute, Jinan 250031, China; a sddxzsf@163.com, b fjx806242209@163.com, c hr5712@163.com Keywords: Cyclic loading; Geotechnical anchorage bolt; interface properties; model test Abstract: Geotechnical prestressed anchorage structures are widely used in high slope, deep foundation pit, dam and other geotechnical reinforcement engineerings.
Journal of structural engineering, 2005, 131(2): 322-328
Geotechnical engineering in world, 2009, 12(6): 63-66.

Materials Science and Engineering: A. 2000, 280: 102-107
Materials Science and Engineering: A. 2000, 281: 292-304
Archives of Civil and Mechanical Engineering. 2014, 14: 72-79
Materials Science and Engineering: A. 2015, 640: 350-356.

Investigation on Effect of Cryogenic Temperature on Mechanical Behavior of Jute and Hemp Fibers Reinforced Polymer Composites Vinod B1,a*, Dr Sudev L J2,b 1Research Scholar, Department of Mechanical Engineering, VVCE, Mysuru, India 2Professor and Dean, Department of Mechanical Engineering, VVCE, Mysuru, India avinod@vvce.ac.in, bsudevlj@vvce.ac.in Keywords: Hemp fibers, Jute fibers, Epoxy resin, Chemical treatment, Composites, cryogenic.
Plant based fibers such as banana, hemp, kenaf, PALF, jute, and coir has been used as reinforcement in a polymer matrix for the applications in consumer goods, furniture’s, civil and automotive structures and low-cost housing structures.

References [1] Department of Civil Engineering, IIT Delhi, Structural engineering laboratories, http://www.strlab.iitd.ac.in/SSDL/smart.pdf (2011) [2] C.A.
Kafarova, Volume 20 of Computers & Chemical Engineering, Supplement 1, European Symposium on Computer Aided Process Engineering-6 (1996) [5] S.P.

A New Computer Simulation of Neck Injury Biomechanics Na Li1,a JianXin Liu1,b The School of Info-physics and Geomatics Engineering, Central South University ChangSha, Hunan, 410083, China aLina2864@gmail.com, bljx6666@126.com Keywords: neck injury; Finite Element Modeling; Optimization Biomechanics Abstract Head and neck injuries are the most frequent severe injury resulting from traffic accidents.
Clough in the 1960s for use in civil engineering.
In: 13th International conference in biomedical engineering. 2008. p. 2088–91 [7] Meyer, F., Bourdent, N., Deck, C., Willinger, R., and Raul, J.S. (2004) Human Neck Finite Element Model Development and Validation against Original Experimental Data.
Medical Engineering and Physics 2006;28(6):534–41

Response Characteristics of Large span Structures Subjected to Non-uniform Vertical Excitations Feng LIU1, a, Lai WANG1, b 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao, Shandong, P.R.China atjfliu@yahoo.com.cn, bwlkdtjxy@sina.com Keywords: Seismic response; Non-uniform; Vertical excitations; large span structures Abstract.
Fig.1 The idealized model of multiple-support structure It should be noted that this model is relative simple compared to the reality engineering structures, while it can represent some typical member of spatial structures and furthermore, the result of the analysis can provide some fundamental insight of the seismic response induced by the spatially vertical excitations.
References [1] Zerva A，Zervas V: Applied Mechanics Reviews ASME, Vol. 55(2002), p. 271-297 [2] Heredia-Zavoni, E., Santa-Cruz, S: Journal of Engineering Mechanics, Vol. 126((2000)), p. 398-404 [3] Information on http://peer.berkeley.edu/nga/ [4] Harichandran, R.S., Vanmarcke, E.H: Journal of Engineering Mechanics, Vol. 112(1986), p. 154-174 [5] Abrahamson, N.A., Schneier, J.F., and Stepp, C: Earthquake Spectra, Vol. 7(1991), p. 1-27 [6] ABAQUS, http://www.abaqus.com/.

Numerical studies on the blast-resistant capacity of stiffened multiple-arch panel Wensu Chen1,a , and Hong Hao1,b 1 School of Civil and Resource Engineering, The University of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia a wensu.chen@uwa.edu.au , b hong.hao@uwa.edu.au Keywords: Stiffened; multiple-arch panel; Blast-resistant; Numerical simulation; Ls-Dyna Abstract.
References [1] Chen W., Hao H., Numerical study of a new multi-arch double-layered blast-resistance door panel, International Journal of Impact Engineering ,43 (2012) 16-28
Part I: subjected to uniform blast load, International Journal of Impact Engineering, 31 (2005) 55-83
Part II: localised blast loading, International Journal of Impact Engineering, 31 (2005) 85-111

Numerical Modeling of Plane Two-Dimensional Flow-Sediment Movement in Inland and Heavy Sediment-carrying Rivers ZhenWei MU1, a and Tao ZHAO1, b 1College of Water Conservancy and Civil Engineering, Xinjiang Agricultural University, Urumqi, Xinjiang, 830052,China axjmzw@163.com,bzhaotao_xjau@126.com Key words: Continental sediment-laden river, Flow-sediment movement, Numerical modeling.
References [1] Xie, J.H., River Simulation, Water Resource and Electronic Power Press. (1990) ( In Chinese) [2]Zhang, R.J., River Sediment Dynamics, Resource and Electronic Power Press.(1997)(In Chinese) [3] Zhou, X.Y., Calcalated Hydraulics, Tsinghua University Press. (1995) ( In Chinese) [4] Zhang, B.Z., Finite Element Method in Fluid Mechanics, Engineering industry Press. (1986) ( In Chinese) [5]Wei, Z.L., Wuhan water resource and electronic power press college journal. (1990) (In Chinese) [6] Zhang, X.B., Yin, R.L., Advances In Water Science.(2002) (In Chinese) [7] Peng,Y., Zhang,H,W., Zhang,Y., Journal of Hydroelectric Engineering.(2005) (In Chinese) [8] Yu, X.
,Wang,J., Journal of Sichuan University ( Engineering Science Edition).(2007) (In Chinese)

Study on roadbed deformation rule and assessment of slab track on railway passenger special line Ke Wu1, a, Mingyue Ma2,b and Chenghao Gu3,c 1 Research Center of Geotechnical and Structural Engineering; Shandong University; Jinan; Shandong 250061, P.
China 2 Institute of Civil and Construction, Shandong University of Science and Technology, Qingdao, Shandong 266510, P.
However, the roadbed deformation rule's research on the slab track passenger transportation special line is a complex systematic engineering.
The course scope of main line is DK1656+097~DK1713+536.18 which the roadbed engineering geology are mainly the entire decency granite, the argillaceous slate and the red clay, the project nature is bad.
Journal of Railway Engineering Society, 2007, 79-93

Design Method for Highway Underground Trench Filter Layer in Loess Donga Liping Liu Department of Civil Engineering, Xi’an Technological University, Xi’an 710032, China Keywords: Loess Donga, Underground Trench, Filter Layer, Design Methods Abstract: Filter layer is directly related to underground trench drainage, and the current design criterion for filter layer is relatively coarse, the classification of soil is not considered, filter layer thickness and the uniformity of filter material are not required, and so the current design criterion can not meet the needs of underground trench design of loess donga.
Introduction Loess donga is the special landform in loess area, along with high-level highway spread to the west mountain area in our country , subgrade waterproof and drainage become more and more prominent engineering problem.
Based on the research of engineering, and hopes to have reference and guidance.
If a thick layer of T can achieve the four largest particles progressive arrange, it ensures basically the above uniformity requirements and the average pore diameter along the streamline direction tends to a constant value, not changes with thickness, therefore general provision: T＞5D85, but this T is only minimal thickness, construction convenience should also be considered in practical engineering, combined with construction condition [6].