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College of Civil Engineering, Hebei University of Technology, Tianjin, China aChaphd@sina.com, bcuihj1974@126.com, clnl808@163.com, dzhangcailimeng@163.com Keywords: Road engineering, crumbed rubber asphalt mixture, self-stress, ice-breaking Abstract: Ice layer on pavement surface was a serious problem for highway traffic safety.

Analysis of Surveillance for Deep Foundation Pit of Subway Station Baofu Duan1,2,a, Lei Li1,2,b 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation; Qingdao 266590, China 2Shandong University of Science and Technology; Qingdao 266590, China aduanbaofu@126.com, bqimuyishi@126.com Key words: subway station; deep foundation pit; monitoring; supporting Abstract.
Engineering example Engineering situation.
Fig. 1 Location of this project Engineering geological conditions.
Chinese Journal of Underground Space and Engineering. 2009,5(2): 329-335(in Chinese) [2] LIU Jie, YAO Hai-lin, REN Jian-xi.
Chinese Journal of Underground Space and Engineering, 2010,6 (3):516-520(in Chinese) [4] AN Guan-feng, SONG Er-xiang, GAO Jun-yue.

Finite Element Analysis on High Embankment of Widened Road Chengzhong Yang a and Wenjie Wan b 2College of Civil Engineering, East China Jiaotong University, Nanchang, China a274798958@qq.com, b497271067@qq.com.
In the numerical analysis of geotechnical engineering, geotechnical material generated the conditions for yield failure and criteria is particularly important.
Application of Yield Criterion in Geotechnical Engineering [J].
Chinese Journal of Geotechnical Engineering,1990,12(2):93~99
Application of Strength Reduction FEM in Soil and Rock Slope[J].Chinese Journal of Rock Mechanics and Engineering, 2004, 23(19):3381~3388

Tension Stiffening Analysis for Cyclically Loaded RC Beams Ahmad Azim Bin Shukri1, a, Mohd Zamin Jumaat 1,b , 1 Department of Civil Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia a ahmadazimshukri@siswa.um.edu.my, b zamin@um.edu.my.
Engineering Structures, 30(2), 376-383
Engineering Structures, 30(7), 1861-1868
Engineering Structures, 36, 61-69
Earthquake Engineering Research Centre, UCB/EERC83/23

Analysis on The Shear Stress Distribution of Internal Anchorage Section of Full-Length Injected Bolt Junqi Fan1,2,a, Hongxiao Dong1,b, LI Ran1,c, Fuli Kong1,d 1Luoyang Institute of Hydraulic Engineering, Luoyang 471023 China 2School of Civil Engineering, Tongji University, shanghai 200092 China alyfjq@163.com, blyyjx306@163.com, clylir@163.com, dkfllyss@163.com, Keywords: Full-length injected bolt; Internal anchorage section; Shear stress distribution; Attenuating characteristic; Theoretical solution.
Chinese Journal of Rock Mechanism and Engineering, 2005, 24(Supp 1): 4611~4626 (in Chinese) [2] FAN Jun-qi. study on the Shear Stress Distribution of Internal Anchorage section of Anchoring-type Structure [ph.
Contribution of dilatancy to pull-out capacity of nails in sandy clay[C]//Int’1 Conference on nailing and Stability of Soil and Rock Engineering.
[4] Wu J, Zhang Z, Experimental study of the pull-out resistence of soil nails[C]//Int’1 Conference on nailing and Stability of Soil and Rock Engineering.
Chinese Journal of Rock Mechanism and Engineering, 2009, 28(Supp2): 3609–3625 (in Chinese) [7] YANG Song-lin, Rong Guan, etc.

Journal of Engineering Geology, 2006,14(6): 800-8071.
Hydrogeology and Engineering Geology, 2009, (4): 50-56, 70
[3] Medley E: The engineering characterization of melanges and similar block-in-matrix rocks (bimrocks) [D].
(in Chinese) [6] Fourie A: Predicting rainfall-induced slope instability .Proceedings of the Institution of Civil Engineers Geotechical.
Engineering, 1996, 114: 211-218

Computer Modeling in Engineering & Sciences, 2002, 3(1): 53–63
Engineering Analysis with Boundary Elements 2006, 30(1): 43–48
Computer Modeling in Engineering & Sciences, 2001, 2, 273–290
[5] Sun J.D., Zhang W.X., Tong L.W.: Modal analysis of moderately thick plates by element-free method, China Civil Engineering Journal, 2006, 39(10): 29–33
Engineering Analysis with Boundary Elements, 2011, 35 (7): 908–914.

Investigations of the Ground Settlements of a Subway Station constructed by the method of Burning Shallow and Dig Invisible of Tunnel Construction LIU Dehua1, a, DONG Jun1,b* and SONG Wenjie1,c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China a497524684@qq.com, b jdongcg@bucea.edu.cn, csongwenjie@163.com * corresponding author Keywords: shallow tunnel construction; ground settlement; CRD construction; settlement trough width parameter Abstract: Based on the practical engineering of the subway station constructed by shallow tunnel, according to the site monitoring data, it is concluded the regular pattern of ground settlement that constructed by CRD method.
Ground Engineering.
Chinese Journal of Rock Mechanics and Engineering. 2006,25(10):2030-2035
Journal of Railway Engineering Society. 1(2009):72-76
Chinese Journal of Rock Mechanics and Engineering. 2007, 26(9):1855-1861

Earthquake Engineering and Structure Dynamics, 2003, 32(1): 71-95
Earthquake Engineering and Structural Dynamics, 2004, 33(1): 1-14 [3] Tu Yongming, Zhang Jiwen, Lü Zhitao, Chen Jie, Qian Yang.
China Civil Engineering [6] Wang Zhaomin, Deng Hongzhou, Dong Jun.
Earthquake Engineering and Engineering Vibration, 2009, 29(3): 121-125.
Earthquake Engineering and Engineering Vibration, 2002, 22(4): 133-138.

Numerical Simulation of Backward Facing Step Flow Using Nonlinear Eddy Viscosity Model Tingting Wang1, a, Qingshan Yang1,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing, China 100044 a09121583@bjtu.edu.cn, bqshyang@bjtu.edu.cn Keywords: nonlinear eddy viscosity model, backward facing step flow, reattachment length, pressure coefficient Abstract.
[2] S.MURAKAMI: Journal of Wind Engineering and Industrial Aerodynamics.
[3] D.Delaunay, D.Lakehal and D.Pierrat: Journal of Wind Engineering and Industrial Aerodynamics.
[6] J.EHRHARD and N.MOUSSIOPOULOS: Journal of Wind Engineering and Industrial Aerodynamics.
[11] A.HAQUE, F.AHMAD and S.YAMADA: Proceeding of the World Congress on Engineering.