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The Study on Bore Piles Foundation of the Reinforced Concrete Arch Bridge Beams of Tukad Pekerisan and Tukad Penet Sutarja IN.1, I Wayan Redana IW.2 1 The Dept. of Civil Engineering, Faculty of Engineering, Udayana University, Bali, Indonesia 2The Dept. of Civil Engineering, Faculty of Engineering, Udayana University, Bali, Indonesia ansutarja_10@yahoo.com, biwayanredana@yahoo.com Keywords: reinforcement, foundation, piles, bore, arch bridge Abstract.The foundation of the reinforced concrete arch bridge beams of Tukad Pekerisan and Tukad Penet (Pekerisan River and Penet River) Bali, were first designed to use well foundation on a rock soil adapted to the boring results.
[5] Peck, R.B., Hanson, W.E. and Thornburn, T.H, Foundation engineering, Wiley and sons, Inc., NY, 1974
[6] Canadian Geotechnical Society, Canadian foundation engineering manual, BiTech Publisher, Vancouver, BC, 1985 [7] Hetenyi, M, Beams on elastic foundation.
[10] Das, B.M, Principles of foundation engineering, Wadsworth Inc, 1984

Journal of Cold Regions Engineering, 10, 3 (1996)
Journal of Zhengzhou University(Engineering Science), 29, 1, (2008)
Journal of Civil, Architectural & Environmental Engineering, 31, 4(2009)
Journal of Materials in Civil Engineering, 8, 3 (1996)
Polymer Materials Science and Engineering, 22, 2(2006) [9]H.

Natural Vibration Period Analysis of Multi-storey Reinforced Concrete Frame Structure Lina Hao1, a and Yongsheng Zhang2, b 1,2College of Architecture & Civil Engineering, Tai Yuan University of Technology, Taiyuan, China alina1805@163.com, bzhangys868@163.com Keywords: Dynamic Characteristics, Ambient Vibration Test, Natural Vibration Period, Period Shortening Factor Abstract.
This test system used 891-Ⅱ pickup vibration device produced by the Instituted of Earthquake Engineering and Engineering Mechanics of China, INV-6 smart signal acquisition, processing and analysis system developed by Beijing Orient Institute of Noise and Vibration.
Infill walls under certain conditions need to set the structural column, requirement of “Code for Acceptance of Construction Quality of Masonry Engineering”[5], which not only makes the stiffness of the infill walls increased, and also enhanced the connection of the infill walls and main structure.
Department of Civil Engineering Report No.
Fan: Earthquake Resistant Engineering (1988) No.4(In Chinese)

Introduction By comparison to traditional foundation supporting methods, artificial frozen ground has such advantage as better water-resisting, integral supporting, adaptability and so on[1-2], so it has good prospects in civil engineering[3].
Chinese Journal of Geotechnical Engineering. 22(2000)40-44
Application of Artificial Freezing Technology in City Underground Engineering.
Exploration Engineering. 6(2006)60-62
Journal of Engineering Mechanics. 131(2005)211-220

Dynamic stability analysis of mountain hollow thin-walled high pier under impact load Yang Hongtao1, a, Li Rui2, b，Chen Zhiqiang 3, c and Zhang Yue4, d 1,2 College of Architectural and Civil Engineering, Kunming University of Science and Technology, Kunming 650500,P.R.China 3 Yunnan Highway Science and Technology Research Institute, Kunming 650051,P.R.China 4 Shandong Mingrui Land Engineering Technology Co., Ltd., Taian 271000,P.R.China a751908460@qq.com,bliruiking@163.com,c983121021@qq.com, d646895139@qq.com Keywords: Hollow thin-walled high pier; Dynamic stability; Fiber model; Dynamic elastic-plastic time history analysis Abstract: Hollow thin-walled high pier is a common form of high pier in mountain area, so it is of practical significance to the dynamic stability analysis of hollow thin-walled high pier in mountain area.
Earthquake engineering and engineering vibration, 2003,23 (1): 31-37 [6] Guo Haishan, Wang Linan, Shen Shizhao.
China Civil Engineering Journal, 2000,33 (6): 17-24 [9]M wafy A M, Elnashai A S.
Static pushover versus dynamic collapse analysis of RC buildings[J].Engineering Structures,2001, 23 (5)：407-424 [10] Xu Yan, Hu Shide.
Bridge engineering software MIDAS Civli project application [M].

Application of a hybrid process with biofilm and suspended biomass for treating petrochemical wastewater Jingbo Guo1,2, a, Fang Ma 2,b Cheinchi Chang2,3, c and Li Wei2,d 1 School of Civil Engineering, Northeast Dianli University, Jilin City 132012, P.
China 3 Department of Civil and Environmental Engineering, University of Maryland, Maryland 21250, USA a guojingbo99@yahoo.com.cn, bmafang@hit.edu.cn, ccheinchi_chang@yahoo.com, d weilihit@126.com Keywords: Biofilm; Hybrid system; Petrochemical wastewater; Suspended biomass Abstract.
Lin: Biochemical Engineering Journal Vol. 27 (2005), p. 95-103
Ouyang: Journal of Environmental Engineering Vol. 131 (2005), p. 883-891
Lee: Journal of Environmental Engineering Vol. 118 (1992), p. 982-987

Parallel Computing Traveling Wave Effect on the Seismic Response of 3D Valley Topography Site under Long-Period Seismic Excitation Wei Zhang1,a, Minwei Zhu2,b and Taotao Shan1,c 1State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092,China 2Department of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China azhweizi@126.com, bsxtyzmw@163.com, cclark_tao@163.com Keywords: long-period seismic wave, 3D Valley topography site, equivalent linearization, traveling wave excitation, parallel processing Abstract.
The conclusions are useful for relevant engineering projects.
Some conclusions are meaningful for relevant engineering projects.
Yang: Earth Engineering and Engineering Vibration Vol. 17 (1997), p. 10 (in Chinese) [2] W.
Chen: Structural Engineers Vol. 26 (2010), p. 122 (in Chinese) [4] P.

In engineering practice, soils are generally compacted in the state of non-isotropic consolidation.
Herrera: Journal of Engineering Mechanics Division Vol. 90 (1964), p. 37 [6] W.D.
Lee: Journal of the Geotechnical Engineering Division Vol. 103 (1977), p. 517 [7] R.M.
Pyke: Journal of the Geotechnical Engineering Division Vol. 105 (1979), p. 715 [8] J.K.
Xuezhu, in: The preliminary study on dynamic characteristics of recently deposited soils in southern area of Jiangsu Province, China, Proceedings of the International Symposium on Innovation and Sustainability of Structures in Civil Engineering, Nanjing, China (2005), in press.

Journal of Engineering Mechanics, ASCE, Vol, 124 (1998), 794-802
China Civil Engineering Journal, Vol.39(2006), 54-58
Journal of Bridge Engineering, Vol, 9(2004), 95-100
Journal of Bridge Engineering, Vol, 10(2005), 422-449
Engineering Mechanics, Vol, 22(2005), 142-146

Predicting Model of Ground Deformation Caused By Shield Constructing Yongbiao Lai1,2,a, Mengshu Wang1,b and You Xinhua2,c 1College of Civil Architecture and Engineering, Beijing Jiaotong University, Beijing 100044, China 2China State Construction Engineering Corporation Technical Center, Beijing 101300, China alyb3258@126.com, bdxgc@sina.com, c78717715@qq.com Keywords: Shield constructing, Ground deformation, predicting model, support vector machine.
How to control ground deformation caused by shield constructing is a synthesis civil engineering problem.
In fact, the reasonable ground surface settlement should be forecast by synthetically considering the various factors based on the nature of the geotechnical engineering, engineering geological conditions, the specific conditions and construction method etc.
Input numerical value of 11 influnce factor to predicting model of ground surface settlement caused by shield constructing having been built above, then we can gain ground surface settlement and -8.157mm which is close to the actual monitoring value -8.51mm and the predicting relative error is only （4.148%）, which shows that the predicting model of ground surface settlement caused by shield constructing having been established can be used in practical engineering [7-9].
Many other engineering examples also proved the feasibility of the prediction model of ground surface settlement caused by shield constructing having been built above, See the reference [7-9].