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., Southwest Jiaotong University, Chengdu 610031, China 3School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China a271462550@qq.com, bztxbywhg@aliyun.com, c410161404@qq.com Keywords: Earthquake; Slope; Vertical Acceleration; Stability Abstract.
Earthquake Engineering and Engineering Vibration，2005，25(1)：164-171.
Journal of Engineering Geology2008，16(6)：721-729.
Engineering geology analysis of stability of slope under earthquake[J].
Chinese Journal of Rock Mechanics and Engineering，2004，23(16): 2 792-2 797.

Research on the Dam Foundation Stability and Reinforcement Measures of the 12th sluice section of XiangJiaba Hydropower Station Wang Xian-jun1,2,a Zhao Xiao-xi1,b 1College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China 2Rock Mechanics in Hydraulic Structural Engineering, Ministry of Education,Wuhan 430072, China a153675771@qq.com,b215923600@qq.com Key words: anti-sliding stability; strength reserve coefficient method; rigid equilibrium limit method; reinforce; concrete cogging; XiangJiaba Hydropower Station Abstract: By two-dimensional nonlinear finite element strength reserve coefficient method and the rigid body limit equilibrium method respectively, a comprehensive study of the stability of the 12th sluice section of XiangJiaba hydropower station is made and some conclusions of the instability mode and the lack of safety are reached.
Acknowledgements This work was financially supported by Rock Mechanics in Hydraulic Structural Engineering of Ministry of Education Opening Foundation (RMHSE1203).
Journal of hydraulics Engineering,1982, (05):31-37
[3] Lai Guo-wei,Wang Hong-shuo,Lu Shu-yuan.Stability analysis of dam foundations with weak layer[J].Journal of the Wuhan Institute of Hydraulic and Electric Engineering,1987,20(4):1～10
Chinese Journal of Geotechnical Engineering,2003,25(4): 389～394

Gawande, “Experimental Investigations of Weld Characteristics for a Single Pass TIG Welding with SS304”, International Journal of Engineering Science and Technology, 2(8), 2010, pp.3676-3686
Sathish, “Evaluation of Mechanical Properties of SS 316 L Weldments using Tungsten Inert GasWelding”, International Journal of Engineering Science and Technology, 4, 2012
International Journal of Mechanical Science and Civil Engineering, 2 (2),June 2013 pp 36-40
Duta, “Use of Bimetallic Welds in Nuclear Reactors: Associated Problems and Structural Integrity Assessment Issues”, Mechanical Engineering Science, 220, 2006
N, Optimizations of Pulsed TIG Welding Process in Butt Joining of 304L Austenetic Stainless Steel Sheets”, International Journal of Research in Engineering and Technology, 3 (1), 2014.

How to increase plastic waste acceptance for mechanical recycling: An introduction to material value conservation and its phenomenon Djoko Sihono Gabriel1, a 1Department of Industrial Engineering, Faculty of Engineering, Universitas Indonesia, Depok Campus, Indonesia 16424 adsihono@gmail.com, gabriel@ie.ui.ac.id Keywords: plastic waste, mechanical recycling, material value conservation, phenomenology Abstract.
International Journal of Engineering and Technology Research, 1 (1), 1-16
International Journal of Computer Theory and Engineering, 6 (4), 346-352
Environmental Engineering Department, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung, Indonesia

Journal of Engineering Geology.2006,14(5)
Journal of Geotechnical Engineering.2006,28(1)
Geotechnical Engineering World.6(6)
Hydrogeology and Engineering Geology.2007, (6)
Journal of Engineering Geology.2009, 17(6).

This volume celebrates the invaluable work of the authors in the fields of architectural design and theory, urban planning, design and engineering, landscape planning and design, novel constructional materials and functional materials, analysis and technology.

Substructural Damage Identification of Stone Arch Bridge Based on Probabilistic Neural Network Guo Fengqi1, a, Yu Zhiwu1, b 1School of Civil Engineering, Central South University, Changsha, Hunan, 410075, China ahngfq@126.com, bzhiwuyu@csu.edu.cn Keywords: Stone arch bridge; Probabilistic neural network; Substructure; Damage identification Abstract.
The required data for combination parameters are easily obtained from the measurement of actual engineering structures.
The measured accuracy is more high, which will contribute to the method for practical damage identification of engineering structures
References [1] YUAN Xudong, ZHOU Jing, HUANG Mei: Journal of Harbin Institute of Technology Vol. 37 (2005), p. 488-490(In Chinese) [2] Li Zhongxian,Yang Xiaoming: Earthquake Engineering and Engineering Vibration Vol. 23 (2003), p. 92-99(In Chinese)

Introduction In the past decade, magneto-rheological (MR) dampers have been developed as one of the most promising devices in vibration control applications due to their mechanical simplicity, wide dynamic range, low power consumption and high force supply as well as robustness for external excitation. [1].They have been considered as efficient devices for vibration suppression in civil, aerospace and automobile engineering.
“Phenomenological Model for Magneto-rheological Dampers,” Journal of Engineering Mechanics, 123(3): 230-238
“Modeling the Hysteretic Eharacteristics of a Magnetorheological Fluid Damper,” Journal of Automobile Engineering, 217(D7):537-550
“Experimental Modeling of Magneto-Rheological Dampers,” Journal of Vibration Engineering, 13(4): 616-621
“The Fuzzy Approximation of MR Damper,” Journal of Vibration Engineering, 19(1): 31-36.

Green-Wall Materials in New Rural Construction Projects Chen Jian1, a and Wei Taibing2, b School of Civil Engineering and Architecture, Wuyi University aCj9552003@163.com, bkobe.w@126.com  Keywords: green-wall materials, new rural construction projects, experiments Abstract: Based on qualitative and quantitative analyses, this study determined the benefits and advantages of green-wall materials compared to traditional wall materials.
Conclusion New rural construction projects in China are beneficial to the Chinese people and examples of harmonious engineering designs.
J. (1963-): Male; Han Nationality; Senior Engineer; Main Research Orientation: Engineering Management and Engineering and Construction Costs.

Loess joints development characteristics and space partition TANG Dong-qi1,a, YAO Xiu-fang2,b, PENG Jian-bing3,c 1.Xuchang University, School of Civil Engineering , Xuchang 461000, China 2.
College of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, China adqtang456@163.com; b258064816@qq.com; dcxy_1@chd.edu.cn Keywords: loess joint; Unloading; Joint partition; Stability Abstract.
Loess joint development characteristics of engineering excavation slope In order to find out the role of the excavation slope to joint development, carry out an extensive investigation of the loess plateau region.
Conclusions Through the above analysis are the following: 1) Through the survey found that the distribution of joint and human engineering activities and regional tectonic events is relevant.
Journal of Engineering Geology, 1994, 2(4):31-42.