Search results

Influence factor on dilatancy of coarse-grained soil based on large-scale triaxial test Fu-yong Chu1, a 1School of Civil Engineering, Lishui University, Lishui, Zhejiang 323000, China acfy1976@hhu.edu.cn Keywords: coarse-grained soil; triaxial tests; influence factor; dilatancy.
Chinese Journal of Geotechnical Engineering, 2008, 29(2): 205-211
Chinese Journal of Geotechnial and Engineering, 2000，22(2)：158-161
Chinese Journal of Rock Mechanics and Engineering, 2010，29(supp 1)：3145-3149
Engineering properties and applications of coarse grained soil[J].

Mechanism and theoretical calculations of buttress anti-slide pile Xinxing WU 1,a, Yingfa LU 2,b, Xudong Fu 1 1 School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China 2 Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education,China Three Gorges University, Yichang, Hubei 443002, China a star969221@126.com, b lyf77@126.com Keywords: Buttress anti-slide pile; Anti-sliding mechanism; Modulus of subgrade reaction; Abstract.
Comparative analysised the anti-slide mechanism of buttress anti-slide pile , itself will form a stable locking structure,  has obvious advantages at resistance to capsizing,and reduce anchorage length; Get the buttress anti-slide pile theoretical calculation method, and combined with the retaining wall calculation theory, for the application of buttress anti-slide pile in practical engineering provides a theoretical basis .
Journal of Geotechnical and Geo- environmental Engineering, ASCE, 2004, 130(4): 416－425
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2007, 133(5): 512－521
Chinese Journal of Geotechnical Engineering, 2001, 23(4): 436－440.

Low Temperature Performance of Fiberglass Geogrid XU Yong-li1, ZHANG Bai-zhen-ming1, TAO Le1, XING Zhen-zhen2 1School of Civil Engineering, Northeast Forestry University, Harbin, P.
References [1] ZHOU Zhi-gang,ZHANG Qi-sen, “Summary of the research on performances of geotechnical reinforcement materials,” Journal of Transport Science and Engineering,Vol.17(2001),pp.38-42
[2] PEREZ S A,BALAY J M,TAMAGNY P,et al, “Accelerated pavement testing and modeling of reflective cracking in pavements,”Engineering Failure Analysis,Vol.14(2007),pp.1526-1537
[14] Sidnei H C,Teixeira,Benedito S, et al, “Pullout resistance of individual longitudinal and transverse geogrid ribs,”Journal of geotechnical and geoenvironmental engineering,”Journal of Geotechnical and Geoenvironmental Engineering,Vol.133(2007),pp.37-50
[17] YANG Guang-qing, LI Guang-xin, ZHANG Bao-jian, “Experimental studies on interface friction characteristics of geogrids,” Chinese Journal of Geotechnical Engineering, Vol.28(2006),pp.948-952

Welding Residual Stress's Numerical Simulation and Relieving of Guyed Mast Earplate Joint Substructure Wenli Wang 1,2, a, Weilian Qu1,b , Jie He 3,c 1 Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan 430070, P.R.China 2 Department of Civil Engineering of School of Technology of Hubei Industry University, Wuhan 430080, P.R.China 3 Changjiang Institute of Survey Planning Design and Research CWRC, Wuhan 430010,P.R.Cina aunique_wwl@126.com, b 46638708@qq.com, che.jack@foxmail.com Keywords: guyed mast earplate joint, welding residual stress, numerical simulation, welding temperature field Abstract.
Rare Metal Materials and Engineering.(2009),38(8)1317-1320 [5] A.L.Lu, Q.Y.Shi, H.Y.Zhao.
Chinese Mechanical Engineering,(2001),12(2): 183-18 [6] Z.P.Cai, H.Y.Zhao,T.Wu..
Chinese Journal of Mechanical Engineering,2001,37(4):25-29
Engineering Fracture Mechanics 74 (2007) 980–994 [15] Y.H.Zhang.

Simplified Design Approach for Large-space Grid Structure Considering Fire Conditions Hai-yong Yang1, a, Yin Bai2,b , Yong-jiu Shi3,c and Yuan-qing WANG3,d 1Construction and Campus Planning Office, Tsinghua University, Beijing 100084, China 2 School of Transportation Science and Engineering, Beijing University of Aeronautics and Astronautics, Beijing 100191, China 3 Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing 100084, China ayanghy1999@yahoo.com.cn, bbaibowenbai@buaa.edu.cn, cshiyj@tsinghua.edu.cn, dwang-yq@tsinghua.edu.cn Keywords: grid structure; fire disaster; mechanical performance; simplified design approach Abstract.
FEA Model Based on engineering experience, the dead load on upper chord is 0.3 kN/m2, while that on lower chord 0.2 kN/m2.
Analysis on Fire-resisting Performance-based Design Method and Engineering Instances for Large-space Structures in China.| Proceedings of the Ninth International Symposium on Structural Engineering for Young Experts.
Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts.

Analyses of Actual Measurement and Numerical Simulation on gently inclined thin seam Jianxin Tang1, Lele Sun1, Yuehua Deng1, Huahui Jin2 1Key Lab for Exploitation of China Southwestern Resources & Environmental Disaster Control Engineering，Chongqing University, Chongqing 400030, China 2College of Civil Engineering, Chongqing University, Chongqing 400030, China Author brief: Jianxin Tang (1959~), male; professor, Doctoral supervisor, School of Chongqing University; from Chongqing city; Main research scope: Mining engineering.
Because numerical simulation method is efficient and quick and good reliability in the field of Rock Mechanics and Engineering, it has gradually become preferred method in solving engineering problems.
Journal of Engineering Geology, 1996, 4(3):59-64
Rock Mechanics and Engineering [M].

Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [8] V.
Journal of Applied Engineering Science, Vol. 12 (2) (2014), pp 121-128 [9] E.
Journal of Applied Engineering Science, Vol. 12 (1) (2014), pp 1-10 [19] V.
Journal of Applied Engineering Science.
Rymkevich: Computational justification for engineering measures preventing the ice dams formation on the pitched roofs, Magazine of Civil Engineering. 3 (29) (2012), pp. 69-73

Introduction Modal analysis is a modern approach of study structure dynamic characteristics and is a system identification method used in engineering vibration area.
The method has already used in petroleum, mechanism, shipbuilding, aerospace, civil, architecture, chemical, transportation and nuclear engineering areas.
Submitted to Journal of Strain Analysis for Engineering Design Vol. 14 (1979) 49-57
Submitted to Journal of Engineering Mechanics Special report of the thirteenth National academic conference on structural engineering (2004) 116-137
Submitted to Journal of Engineering & Test Vol. 49 (2009) 23-24

It can provide all-weather positioning, velocity-measuring and timing for the surface of the Earth and near-earth space users, and be widely used in both military and civil field[1].
Software engineering oriented SMP2 and integrating various behavior modeling formalisms around SMP2 is our next work.
System Engineering Theory & Practice, 2010, 30(5): 899-908
Proceedings of the International Conference on Computational Intelligence and Software Engineering (CISE 2010).Wuhan, 2010
[7] Wang Chao, Li Qun, Wang Weiping. 2011 International Conference on Electric Information and Control Engineering, 2011:125-129

Elastic-plastic constraints analysis for hole-edge crack Xie Yi-qina, Wang Zhong-xianb, Zhang Yan-qing c Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, Jiangsu, China, 212013 a1033878173@qq.com, b wzx-5566@163.com, c 740366901@qq.com Keywords: Elastic-plastic J-integral, constraint, Uniaxial load, Hole-edge crack, Diamond hole, Round hole Abstract.
Introduction The perforated component is very common in the engineering structure.
Engineering components are mostly elastic-plastic body in practical engineering applications.
Engineering Fracture Analysis. 2010,17:838-847 [7] Murakami Y.
American Society of Mechanical Engineers, Pressure Vessels and Pivision(Publication) PVP, 2010, 6:179-188.