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Dynamic Finite Element Analysis for Contact Stress of Dynamic Consolidation Fuyuan Zhang1, b, Dengyuan Zhu*1, a, Shouren Ge1, c ,Xiaobao Sun1,d 1School of Civil Engineering and Architecture, Linyi University, Linyi 276000, China azdy320@163.com, b1585042881@qq.com, c980330752@qq.com, d1216819401@qq.com * Corresponding Author Keywords: contact stress; dynamic FEM; dynamic consolidation; foundation strengthen Abstract.
Journal of the Geotechnical Engineering Division, 1980, 106(1): 35-44
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ABAQUS Application in geotechnical engineering [M].

Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge Liu Haiming 1,a, Tao Xiaxin2,3,b, Wang Liang2,c, Tian Shoulong4,d 1 State Key Laboratory of Bridge Engineering Structural Dynamics, China Merchants Chongqing Communications Research & Design Institute Co., Ltd 2 School of Civil Engineering, Harbin Institute of Technology, China 3 Institute of Engineering Mechanics, China Earthquake Administration 4Suihua administration of Agricultural Reclamation Bureau, Heilongjiang Province, China ahaiming716@163.com, btaoxiaxin@yahoo.com.cn, cwangliang@126.com, d r8762548@126.com Keywords: synthesized ground motion field, coherency, large span bridge, seismic response analysis Abstract.
Proc. of the 7th International Conference on Earthquake Resistant Engineering Structures, Cyprus (2009). p. 271 [4] Liu H.

[5] M.Kang, N.Yang, Q.Cha: Studies on Static Performance of Mortise and Tenon Joint in Traditional Column and Tie Construction Timber Structure, Electric Technology and Civil Engineering (ICETCE), 2011 International Conference, pp. 6197-6200, (2001)
Pryor, H.Shimizu, H.Isoda: Experimental Seismic Response of a Full-scale Six-Story Light-Frame Wood Building, Journal of Structural Engineering, Vol. 136,Nno. 10, pp. 1262-1272, (2010)
Hikosaka: Ancient Chinese Timber Architecture I: Experimental Study, Journal of Structural Engineering, Vol. 127, No. 11, pp. 1348-1357, (2001)
Lee, S.H.Lee: Evaluation of Effective Lateral Stiffness of a Korean-Traditional Wooden House with New Joint Types, Journal of Structural Engineering, submitted for publication.

Solution of Statically Indeterminate Beam with Straight Axis by Section-Conversion Method Xiaojin Yu College of Civil Engineering and Architecture East China Jiaotong University Nanchang, Jiangxi, China email: yxj_951753@163.com Keywords: section-conversion method; constraint force; displacement; slope; deflection; beam Abstract.
Journal of Engineering Mechanics, Vol. 24-supp.1 (2007), p.66~69.
Solution of Constraint Force of Frame with Shape of T by Principle of Conversion Method[C]. 2011 3rd International Conference on Mechanical and Electronics Engineering, Vol.2 (2011). (2011) Science and Technology Press, Hong Kong: 248-251
Mechanics in Engineering, 2014, 36(4):478-482.

Study on Gas Pressure Characteristics in Multi-layered Landfills of Municipal Solid Waste Fuliang Mei 1, a and Guiling Li 1,b 1 Institute of Civil & Engineering, Jiaxing University, Jiaxing ,Zhejiang ,314001,China aFlmei2005@126.com, bLgljx@126.com Keywords: Municipal Solid Waste (MSW), Multi-layered Landfills, Landfill Gas (LFG) Pressure, gas Migration.
Leckie: ASCE Journal of Environmental Engineering, Vol.115(1979), P:927 [2] Y.C.Chen, K.S.Chen, C.H.Wu: Journal of Hazardous Materials,(2003),P:39 [3] T.G.Townsend, W.R.Wise, P.Jain: Journal of Environmental Engineering, Vol.131(2) (2005), P:1565 [4] L.Liu,B.Liang, Q.Xue, Y.Zhao: Journal of System Simulation, Vol.20(22) (2008), P:6114 [5] Q.L.
Ling: Chinese Journal of Geotechnical Engineering, Vol.31(2009), P:1665

VCFEM Method Mixed With Finite Element Method Calculation Of Numerical Simulation Jiali Xu 1, a, Ran Guo1,*b and Wenhai Gai1, c 1Faculty of Civil and Architecture Engineering, Kunming University of Science and Technology, Kunming 650500, China azijiayu@163.com, *bprof.guo@189.cn,cgaiwenhai11@163.com Keywords: particle reinforced composite materials, Voronoi cell Finite element method, finite element method, mixed calculation Abstract.
And write the corresponding program by FORTRAN programs for calculating engineering examples.
Majored in mechanical engineering, Tsinghua University, 2003 [2] Ghosh S, Moorthy S.
International Journal for Numerical Methods in Engineering, 1969, 1: 3~28 [4] Li Zailiang.

Subgrade Slope Stability Analysis under the Condition of Rainfall Infiltration Guangjun Guo 1,a, Guanghua Liu 1, b , Jun Sui3, Jianqing Wu4 1 Shandong Province Water Conservancy Bureau,Jinan,250013,China 2 Dongying city water conservancy irrigation management,Dongying,257000,China 3 Shandong Province Water Conservancy Bureau,Jinan,250013,China 4 School of Civil Engineering, Shandong University,Jinan,250061,China a6974470@126.com, bDysllgh@sina.com Keywords: rainfall infiltration, subgrade, slope, stability Abstract: On basis of limit equilibrium analysis methods for theory of unsaturated soil mechanics, silt subgrade slope stability under the condition of rainfall infiltration is analyzed and the factors affecting the stability of subgrade slope are presented in this article, which provides theoretical basis and technical support for future subgrade construction.
In fact, due to its special engineering properties, Silt effective shear strength values will sharply decline when water content increases, which will make the subgrade safety coefficient, decreased obviously.
References [1] H.Rahardjo,X.W.Li,D.G.Toll,E.C.Leong.The effect of antecedent rainfall on slope stability[J].Geotechnical and Geological Engineering.2001,19(3)371-399 [2] Chen Shouyi, A Method of Stability Analysis Taken Effects of In filtration and Evaporation into Consideration for soil Slopes [J], Rock and Soil Mechanics, 1997, 18(2):8-12, 22 [3] Zhang Jiafa, Li Sishen, Ye Zitong.
Chinese Journal of Geotechnical Engineering.1999, 21(3):257-262 [5] Wu Hongwei, Chen Shouyi, Pang Yuwei.

A Numerical Method for Predicting the Time to Surface Cracking of Corrosion Affected RC Structures Xinzhu Zhou1,a and Jianjun Zheng1,b 1 Faculty of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, P.
Papoulia: Journal of Engineering ASCE Vol. 127 (2001), p. 342 [4] C.
Li: Journal of Structural Engineering ASCE Vol. 129 (2003), p. 753 [7] Z.P.
Bazant: Journal of Structural Engineering ASCE Vol. 105 (1979), p. 1137 [8] S.P.

Strength and Ductility of Reactive Powder Concrete Columns Guanyuan Zhao1, a, Wenxiu Hao1,2,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001, China a gyzhao@bjtu.edu.cn, bhwxansys@126.com Keywords: Seismic performance, reactive powder concrete, strength, ductility, columns Abstract.
Taucer: Earthquake Engineering & Structural Dynamics Vol. 25 (1996), p.711 [3] A.
Filippou: Journal of Structural Engineering Vol. 123-7 (1997), p.958 [4] A.
Fillippou: Journal of Structural Engineering Vol.124-6 (1998), p.704 [5] G.Y.

Modeling of Thermal Cracking Behaviors of Fiber-Reinforced Composites Tao XU 1,2,a, Shanyong Wang 3, b, Chun-an TANG2,c, Li SONG 1,d and Shibin TANG 2,e 1 Center for Material Failure Modeling Research, Dalian University, Dalian 116622, China; 2 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; 3 Department of Building and Construction, City University of Hong Kong, Hong Kong, China a neuxutao@126.com, b bcwangsy@cityu.edu.hk, c catang@mechsoft.cn, dsongli500@sohu.com, e tsbin@sohu.com Keywords: Thermal stress, Fiber-reinforced composites, Cracking process, Coefficient of thermal expansion, MFPA-thermo Abstract.
Introduction Fiber-reinforced composites (FRCs) are widely used in engineering applications due to their superior mechanical performance.
Tang, et al: Key Engineering Materials 297-300(2005), p2567
Tang, et al, in: Advances on Coupled THMC Processes in Geosystems and Engineering, edtied by W.Y.