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Model Test Studies of the Mechanical Properties of Pile - Soil Interface Chenghua Wang1,a , Kui Jin 1,b and Chuan Zhan 1,c 1 School of Civil Engineering, Tianjin University, Tianjin, 300072, China achwang@tju.edu.cn, b jinkuilove@163.com, c geo_group@163.com Keywords: pile-soil interface; large scale; direct shear test; model test Abstract: The study of the mechanical properties of pile-soil interface is an important aspect to research the vertical bearing behavior of piles.
Testing and modeling of soil-structure interface [J].Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(8): 851-860
Chinese Journal of Rock Mechanics and Engineering. 2010, 29(9): 1893-1900.

Regular Hexagonal Grid Single-Layer Cylindrical Latticed Shell Parametric Design Qiaosha Wang*, Xiaoyang Lu and Shiying Chen Institute of Engineering Mechanics, Shandong Jianzhu University, Jinan 250101, China washpu@126.com, lxy5504@yahoo.com.cn, csy0531@qq.com Keywords: Hexagonal grid; Single-layer cylindrical latticed shell; Parametric design; Optimization design Abstract.
Introduction With the rapid development of national economy, large-span spatial structure has got more and more popular in industrial and civil architecture, especially the latticed shell, the structure behavior of the large-span spatial structure has been made a large number of researches at home and abroad.
And the analysis process shows that this method provides a great convenience, has important engineering practical value.
Mechanics in Engineering, 2011, 33(2): 71-74

Analysis and Research of the Ductility Performance of the Steel Reinforced Concrete Structure Based on the Filling Technology Huang Min Sichuan College of Architectural Technology Department of Civil Engineering; Sichuan 618000.
The Characteristics of the Steel Structure Performance Based on Filling Technology Reinforced concrete structure is made of two materials, and the steel and concrete are combined into a whole common mechanical engineering structure, of which the main beard component is built with reinforced concrete, reinforcement under tension and concrete under pressure.
Ground movement resulting from urban tunnelling: predictions and effects. engineering geology of undergroundmovements[C]// Proceedings of the 23rd Annual Conference on theEngineering Group of the Geological Society, UK.

A Damage-coupled Time-dependent Multi-axial Fatigue Failure Model for Solder Alloy 63Sn-37Pb Luo Yan1,a, Gao Qing2,b 1College of Environment & Civil Engineering, Chengdu University of Technology, Chengdu, 610059 2School of Mechanics and Engineering, Southwest Jiaotong University, Chengdu, 610031 aluoyan15228@126.com, bgaoqing388@126.com Keywords: damage-coupled; time-dependent; nonproportional loading; fatigue failure model.
J.Mechanical Engineering Science,2004, 218: P.1-12 [10]Yang Xianjie, Nassar Sayed, in: Constitutive modeling of time-dependent cyclic straining for solder alloy 63Sn-37Pb.

Research on Construction Mechanics Performance and Measured Results of SRC Ultra High Connected Structure Yongquan WANG 1, a Zhengxing GUO 2, b 1 College of Water Conservancy and Hydropower Engineering, Hohai University,Nanjing,China 2 College of Civil Engineering, Southeast University, Nanjing,China awyq_hhu@hhu.edu.cn, bguozx195608@126.com Keywords: Steel Reinforced Concrete; Connected Structure; Construction Mechanics; Field Measurement; Abstract.
From the comparison analysis, the simplified calculation model can meet the requirement of engineering accuracy.

Statistical analysis the distribution of landslide triggered by M 8.0 Wenchuan, China earthquake of May 12, 2008 Shujun Tian 1,a, Jiming Kong 2,b 1School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 621010, China 2Institute of Mountain Hazards and Environment, Chinese Academy of Sciences and Ministry of Water Conservancy, Chengdu 610041, China atsj19800702@163.com, bjimingk@imde.ac (Corresponding author) Keywords: Wenchuan earthquake; Landslide; Statistical analysis; Scale effect; Site effect Abstract.
Journal of Engineering Geology Vol.16 (2008), p.433 (in Chinese) [2] D.K.
Engineering Geology Vol.58 (2000), p.231 [3] Hansen, C.A.M.

The Institute of Construction Materials , Department of Materials and Chemical Engineering, Department of Civil Engineering, Hunan Institute of Technology, Hengyang, China 421002 2.
This study was supported by National Science Foundation of China (No. 20901062), The construct program of the key discipline in Hunan province of the 12th Five-Year Plan (No.080502), The Excellent Engineering Project of the Department of Education of China during the 12th Five-Year Plan (No.080203), The Plan Project of Hunan Province Natural Science Foundation United Hengyang (general) (No.10JJ9015), and The Natural Science Foundation of Hunan Province Youth Project (No.13JJ6084).

The Performance of Recycled Asphalt MaterialsⅡ Jia Liang College of Civil Engineering; Lanzhou University of Technology, P.R.China, 730050 Keywords: abson method, vacuum rotating reclaim, recycled asphalt material performance.
Abson method and vacuum rotating reclaim is the asphalt mixture recycled method in JTG052—2000 standard test methods of bitumen and bituminous mixtures for highway engineering [1].
References [1] Research Institute of Highway of the Ministry of Transport: JTG052-2000 Standard tests methods of bitumen and bituminous mixtures for highway engineering (Beijing: Communications Press, China 2000) (in Chinese)

A Discrete Particle Swarm Optimization Approach to Optimize the Assembly Sequence of Mechanical Product Zhong-bo Zhang a, Chuan-yong Huang b Aviation Engineering Institute, Civil Aviation Flight University of China, Guanghan, Sichuan, China azbzhang2001@tom.com, bhcy711210@163.com Keywords: assembly sequence planning, geometrical feasibility, discrete particle swarm optimization Abstract The aim of assembly sequence planning (ASP) is to achieve the best assembly sequence which assembly cost and time used is less.
As mentioned above, some PSO approaches have been proposed and applied in engineering successfully.
Engineers can select the assembly sequence according to the situation, and can use the assembly sequence planning to help the product assembly.

Koloor2, d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia 2Computational Solid Mechanics Laboratory, Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia akmohammad3@live.utm.my, biznisyahrizal@utm.my, cjamaluddin@utm.my, ds.s.r.koloor@gmail.com Keywords: Polymer Precast Panel, Mechanics of Polymer, Hyper-Elasticity, Transverse Loading.
Recent techniques by engineers now use a systematic combination of steel supports, anchors and shotcrete for the primary support.