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Free Vibration Analysis for Elastic Plate Resting on Two-Parameter Foundation by Coupling FEM and BEM Hongyang Xie1, a, Huan Yang1,b and Jinquan Yin 1,c 1 College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang, Jiangxi, 330063, China axiehongyang386@126.com, byanghuan3193156@163.com, cyjqoo8@126.com Keywords: Two-parameter Foundation, Free Vibration, Boundary Element.
Journal of Qingdao Institute of Architecture and Civil Engineering, Vol. 15(1994), p.6 (in Chinese) [2] Y.
Peng: Journal of Wuhan University of Hydraulic and Electrical Engineering, Vol. 24(1991), p.427 (in Chinese) [4] R.
Cheung: Chinese Journal of Geotechnical Engineering, Vol. 20(1998), p.8 (in Chinese) [7] X.
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Study on Numerical Simulation of Construction Processing for No.1 Shaft of Weihe Tunnel YuSuo Wang1, YuSen Lin1, GaoFei Feng1, Ti Ding1, Chao Yang2, JunJie Li2 1Department of Civil Engineering, Emei Branch of Southwest Jiaotong University, Emei, Sichuan, China, 614202 2School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China, 611756 wangysuo@163.com, tank2020217@163.com, soar_fgf@163.com, 874572549@qq.com, 835128704@qq.com, Junjie_Andy@163.com Keywords: Tunnel, Shaft, Finite Difference Method, Numerical Simulation.
Numerical simulation experiments are repeatable and flexible, thus being extensively applied in engineering research.
Engineering Situation The No.1 shaft is located at DK773+520 in Gaojiawan, the south of Xihuang Avenue of Tianshui.
In consideration of engineering practice, the calculating dimension is set as 118m×78.6m×1m (width×height×length).

Analysis of the bearing and deformation characteristics for large diameter pile Dongxiao Zhang Department of Civil Engineering， Luoyang Institute of Science and Technology，Luoyang 471023, P.R.China qh-k@163.com Key words: large diameter pile; bearing; settlement; side friction; end resistance Abstract.
Preface The large diameter pile has been widely used in civil engineering because of its high bearing capacity and simple construction.
But the theory research of large diameter pile lag behind the engineering practice.
Journal of geotechnical engineering,  1997, 19(4): 88 ～ 93
Journal of geotechnical engineering, 1998, 20 (4) : 58-61 [3] Jiang Li-xin, Zhang Yi-jing, etc. 

Wind-Induced Vibration Control of Benchmark Model with Damper Huineng Fan1,a , Qian Lin2 , Jianlin Zhang1,b 1School of Architecture and Civil Engineering, Xiamen University, Xiamen, 361005, P.R.
Earthquake Engineering and Engineering Vibration, 2001, 21(4): 159- 162
Engineering Mechanics, 1999, 16(6):54-61 [5] Jun Teng, Weiqin Lu.
China Civil Engineering Journal,2003,36(11)：88-92

A Study on the Snowdrift Patterns of Gable and Flat Roofs Using a Wind Tunnel Ki-Pyo You1*, a, Young-Moon Kim2, b, Jang-Youl You3, c Sun-Young Paek 1, d 1Department of Architecture Engineering, Chonbuk National University, Long-span Steel Frame System Research Center, Jeonju, 561-756, Korea 2Department of Architecture Engineering, Chonbuk National University, Jeonju, 561-756, Korea 3Senior Researcher, KOCED Wind Tunnel Center, Chonbuk National University, Jeonju, Korea ayoukp@jbnu.ac.kr, bkym@jbnu.ac.kr, cwmjlove1877@jbnu.ac.kr, dmsdona@jbnu.ac.kr Keywords: Snowdrift, Flat roof, Gable roof, Wind tunnel.
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Huang: Research on The New-Style Joints Of Precast Concrete Frame Structure (Dissertation, Institute of Civil Engineering Southeast University2006).
Liu: Journal of Earthquake Engineering and Engineering Vibration, Vol. 25 (2005), p. 82-87
Liu: Engineering Mechanics, Vol.26(2009), p. 41-44
(Dissertation, Institute of Civil Engineering HeFei University of Technology2004) [13] Zhao, X.

Application of Stress Box in Self-stressing Test of Expansion Concrete Filled Steel Tube Changwu XU 1,a, Kaicheng HUO 2,b, Zhigang REN 1,c, Rui XIONG 1,d, Tao YANG 3,e 1.School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi Road, Wuhan430070, China 2.
Quality Supervision Station of Construction Engineering, Jiang'an District, Wuhan430070, China achangwu.xu@163.com, bhkc@whut.edu.cn, cwhut.ren@163.com, dcrazyxr99@yahoo.com.cn, e20001004@qq.com Keywords: Concrete Filled Steel Tube, Expansion Concrete, Self-Stressing, Stress Box Abstract.
Xu: Steel Pipe Micro-Expansion Concrete Analysis of the Heat of Hydration and Limit the Expansion Properties, Railway Engineering, vol. 21 (2010) No. 8, p. 133-136
Xu: Confined Expansion and Bond Property of Micro-Expansive Concrete-Filled Steel Tube Columns, Open Civil Engineering Journal, vol. 5 (2011) No.1, p. 173-178
The 4th International Structural Engineering and Construction Conference (Melbourne, Australia, September8-10, 2007). vol. 1, p, 641-646

Research on Geotechnical Regionalization for Highway Wang Yulan1,2,a , Li Chao3,b 1 Key Laboratory of Special Area Highway Engineering of Ministry of Education , Chang’an University, Shanxi Xi’an 710064, China; PH (86) 15866767081; 2 Shandong Provincial Communications Planning and Design Institute, Shandong Jinan 250031, China 3 Civil Engineering Department, Shandong Jiaotong University, Shandong Jinan 250023, China; PH (86) 13608928765; a jinahelen@sohu.com, b lic211@163.com Keywords: Geotechnical engineering, Natural Regionalization for Highway, Index Abstract.
Different geotechnical types have different engineering properties.
Then, according to the engineering characteristics of different soil types in engineering geological map, combining with the highway engineering rock and soil type, type conversion should be carried on to generate the highway rock-soil type map.
This region lacks subgrade and pavement engineering materials, but is rich in structure engineering materials.
So high level protection engineering is needed.

Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou730050, China; 2.
Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou 730050, China) Keywords: frame anchor structure; seismic strengthening; anti-slip and anti-overturning; stability coefficient; Abstract: Using the frame supporting structure of pre-stressed anchor bolt seismic strengthening technology reinforced the instability of gravity retaining wall.
It can be widely used in some engineering such as building slope surrounding rock anchor, cavity reinforcement.
Journal of Geomechanics and Engineering 24(21):3922-3926 [2]Wang Shichuan, Ling Jianming (2006) Nonlinear analysis of active earth pressure on a rigid retailing wall [J].
Journal of Geomechanics and Engineering 27(2):979-989

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