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The Constitutive Model for Isotropic Damage of Geomaterial Zhou Jian-ting1, a , Liu Yuan-xue2, b and Li zhong-you2, c 1 Department of Science and Technology, Chongqing Jiaotong University, Chongqing 400074, China 2 Department of Architecture and Civil Engineering, Logistical Engineering University, Chongqing 400041, China a jt-zhou@163.com , blyuanxue@vip.sina.com , clizhongyou0726@sina.com Keywords: rock, soil, damage, isotropy, constitutive relation.
Chaboche: Mechanics advance vol. 19(1989), P257 [4] Shen Zhu-jiang: Chinese journal of Geotechnical Engineering vol. 15(1993), P21 [5] Shen Zhu-jiang, Hu Zai-qiang: Chinese journal of Rock Mechanics and Engineering vol. 30(2003), P1 [6] Shen Zhu-jiang, Chen Tie-lin: Chinese journal of Rock Mechanics and Engineering vol. 23(2004), P2137 [7] A.

Elastic Shear Bucking Parameter Analysis of Corrugated Web Steel Beam under high temperature Bing LIU 1,a, Yu-lai HAN 1,b and Zhen-qing WANG 1,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China aliubing@126.com, bhanyulai1969@126.com, cwangzhenqing@hrbeu.edu.cn Keywords: shear buckling; corrugated web steel beam; buckling parameter; high temperature Abstract.
So the corrugated web steel beam is widely applied in engineering structures.
Therefore, it is necessary to study mechanical properties changes of corrugated web steel beam structures and structural members in high temperature, which has the important theoretical and engineering value in long span and space steel structures design as well as its fireproofing structural design.
Journal of Water Resources and Architectural Engineering, Vol.7(2009), p.104-108(in Chinese) [2] J.

Study on the Resistance Loss Model of Slurry Pipeline for Iron ore Concentrate with High Concentration Tingting Leng1,a, Hua Wang2,3,b and Jiande Wu4,c 1 Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology, Kunming 650000, China 2 Faculty of Metallurgy and Energy Engineering Kunming University of Science and Technology, Kunming 650224, China 3 Kunming University of Science and Technology, Engineering Research Center of Metallurgical Energy Conservation and Emission Reduction, Ministry of Education, Kunming 650500, China 4 Faculty of Information Engineering and Automation, Kunming University of Science and Technology, Kunming 650500, China alengtingting@126.com, bwanghuaheat@hotmail.com, cwjiande@gmail.com Key words: slurry pipeline; pressure loss; Dahongshan Abstract.
We made comparison analysis of the results of model calculations on the measured data of Yunnan Dahongshan iron concentrates pipeline, finding resistance loss calculation model for high concentrations iron concentrates slurry pipeline, to provide reliable reference for the design, operation of similar slurry pipeline engineering.

Chungchoo1,c 1Mechanical Engineering Department, Faculty of Engineering, Kasetsart University, Bangkok, 10900, Thailand 2The Sirindhorn International, THAI-GERMAN Graduate School of Engineering, King Mongkut’s University of Technology North Bangkok, 10800, Thailand ar_kittiphat@hotmail.com, bsirivedin@gmail.com, cfengcpc@ku.ac.th Keywords: NC incremental forming, Tailor welded blanks, Forming property, Formability Abstract.
Benedictus, Mechanics of Tailor Welded Blanks: An Overview, Key Engineering Materials. 344 (2007) 373-382
Brabie, Weld line behaviour during uniaxial tensile testing of tailor welded blanks, Archives of civil and mechanical engineering XI. (2011).

Deep excavation caused by the impact of the adjacent buried pipeline destroy the analysis Hao Tian1, a, Yuwen Ju1,b, Xiaohong Bai1,c 1College of Architecture and Civil Engineering,TaiyuanUniversity of Technology, Taiyuan , China; athkh163@163.com, bjuyuwen@tyut.edu.cn, c bxhong@tyut.edu.cn Key words: Buried pipeline; Elastic beam theory; Scale model Abstract:The subject of Foundation Excavation near the buried pipeline line.Compared with each other using a scale model of the buried pipeline foundation excavation factor of the vertical displacement, and connected with the buried pipeline displacement of both ends of the fixedelastic beam theory;analysis of the factors affecting the displacement of buried pipelines, the good agreement of the theoretical results with the scale model test value.
Journal of Geotechnical Engineering . 1992 [2] Ou C Y, Chiou D C , Wu T S .
Journal of Geotechnical Engineering , 1996 , 122 ( 5) : 337- 345 [3] DuanShaowei;ShenPusheng.
Engineering Mechanics,2005,04:79-83
Excavation Engineering Manual [J].

Study on Crack Tip Field of Mode I of Shape Memory Alloy in Plane Strain State Bo ZHOUa, Yanyan HOU, Jun LV College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China azhoubo@hrbeu.edu.cn Keywords: Shape memory alloy, crack tip field, crack of mode I, phase transformation zone.
It is important to investigate the thermo-mechanical behaviors of a plate with discontinuities for fundamental mechanics and engineering applications.
The authors would like to thank them and Harbin Engineering University.
Yoon: Key Engineering Materials, Vol. 324-325 (2006), p.335 [5] B.

Rheological Fracture Analysis of Arch Dam Hell Lingqiang Yang 1, a, Yingming Chen 1,b 1 School of Civil and Architectural Engineering.
Rock Mechnics Problem in Hydrolic Engineering.
Journal of Hydraulic Engineering, Vol.26.No.1. pp55-72.(1985) [3] Yu Raozhong, JU Rang.
Journal of Hydraulic Engineering.
Journal of Hydraulic Engineering.

Study on Failure Mechanism of Rural Building in Flood and Protection Strategies Yongjun Liu1,a, Jinghai Zhou1,b, and Xingtao Ma2,c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2Liaoning Hydrology and Water Resources Bureau, Shenyang, Liaoning, 110003, China aliuyongjun66@hotmail.com, bzhoujinghai@sjzu.edu.cn, cmaxt1975@163.com Keywords: Flood, Rural building, Failure mechanism, Impact of flood, Foundation scour Abstract.
Gabion has been widely used in hydraulic engineering and road engineering.
Rock-filled gabion baskets and pile foundations play an important role in protect foundation against flood scour, and it is worth to study further to provid solid base for engineering application.
Journal of Hydraulic Engineering.

Application of Bent Type Anti-slide Pile in Red Bed Slope Composed with Accumulation LI Xiaoning1, a and WANG Huanlong2, b 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010 China 2 China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031 China aswustlxn@126.com, bppadhere@hotmail.com Keywords: red bed accumulation, slope, bent type anti-slide pile Abstract.
Red bed slope composed with accumulation can cause more disaster risks for highway slope engineering.
It can cause more disaster risks for highway slope engineering.
The development of combinative anti-slide pile changed the cognition boundedness of engineering.
Generally, engineering project decrease pile spacing, but actual result is not desirable.

Destructive and Nondestructive Characteristics of Old Concrete HOLČAPEK Ondřej1,a, LITOŠ Jiří2,b and ZATLOUKAL Jan2,c * 1Czech Technical University in Prague, University Centre for Energy Efficient Buildings, Třinecká 1024, 273 43, Buštěhrad, Czech Republic 2Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29, Prague 6, Czech Republic aondrej.holcapek@fsv.cvut.cz, blitos@fsv.cvut.cz, cjan.zatloukal@fsv.cvut.cz Keywords: 28 years old concrete, destructive and nondestructive testing, compressive strength, static and dynamic modulus of elasticity.
Testing of old concrete from real structures is important especially prior to the reconstruction, strengthening or repair of the structure, when the structural engineer needs to know the characteristics.