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Analysis of Bridge Earthquake Damage and Reasonable Aseismic Systems XIA Xiushen1, 2; CHEN Xingchong and Li Xiaoyang 1.School of Civil Engineering Lanzhou Jiaotong University 2.Key laboratory of road & bridge and underground engineering of Gansu province Lanzhou,China Email: xiaxiushen@mail.lzjtu.cn Keywords: Bridge; Earthquake; Damage, Aseismic System Abstract.
Hence the detailed investigations have been performed by bridge engineering sector and researchers post the earthquake.
World Earthquake Engineering, 2006, Vol.22(1): 68-71
Earthquake engineering and engineering vibration, 2009, Vol. 29(3):84-94
Earthquake engineering and engineering vibration, 2009, Vol. 29(4):132-138

Often, when it is necessary to fill formwork space in confined working conditions with limited operational control in some engineering solutions the special materials for injection are used.
Lossier, Les ciments expansivs et leur applications, Le Cenie Civil, 1944

A Study on Parameters Affect Seismic Behavior of Reinforced Concrete Specially Shaped Columns Pu Yanga and Jing Tangb College of Civil Engineering Chongqing University, Chongqing, P.
Earthquake Engineering and Engineering Vibration, Vol. 14(1994), p: 60-67 (In Chinese) [2] Cao Wanlin, Wang Guang-yuan and Wu Jian-You.
Earthquake Engineering and Engineering Vibration, Vol. 14(1994), p: 67-72 (In Chinese) [3] Cao Wanlin, Wang Guang-yuan and Wu Jian-You.
Earthquake Engineering and Engineering Vibration, Vol. 15(1995), p: 76-84 (In Chinese) [4] Li Jie, Wu Jianyin and Zhou Deyuan.
Earthquake Engineering and Engineering Vibration, Vol. 26(2006), p: 145-147(In Chinese)

Study on the influencing factors under Dynamic Drainage Consolidation Ru Xue1,a, Juan Hu2,b 1 School of Civil Engineering, Zhengzhou Institute of Aeronautical Industry Management, Zhengzhou, Henan 450015,China; 2Shaanxi Railway Institute, Shaanxi 714000; China; axueru@zzia.edu.cn, bhujuane_816@163.com Keywords: dynamic drainage consolidation method; soft soil; foundation reinforce; influencing factors; numerical analysis Abstract: Because of the Dynamic Drainage Consolidation method’s complexity, the dynamic characteristics of soft soil is not be described by conventional analytic method.
Many engineering problem can’t be analyzed without the large-scale numerical simulation software and computer.
References [1] Zongyuan Lin: The Geotechnical Engineering Management Manual (Liaoning Science and Technology Press, Shenyang 1991) (in Chinese)
[3] Chuqin Lin: Journal of Western Exploration Engineering, 2001, 71(4):43~44(in Chinese)
[5] Jiahuan Qian, Xuede Qian, Weibing Zhao: Chinese Journal of Geotechnical Engineering. 1986, 8(6): 1~17.

Elgamalb, Yao Wangc College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, Heilongjiang, PR China.
Introduction Engineered assets – land, water, air and space vehicles, infrastructure, heavy equipment and domestic appliances, for example – have become ubiquitous.
All these factors make damage identification using Lamb waves a multidisciplinary challenge for the community of researchers and engineers.
Ø The potential for integration with engineered structures and assets for developing online automated damage detection and SHM techniques.
In: Proceedings of the New Challenges in Aircraft Maintenance and Engineering Conference, Singapore, February 21-22 (2000).

Review on Applications of Nanoparticles in Landfill Leachate Treatment Zaidi Ab Ghani1,2,a, Mohd Suffian Yusoff1,b* and Jeyashelly Andas2,C 1School of School of Civil Engineering, Universiti Sains Malaysia Engineering Campus, 14300 Nibong Tebal,Pulau Pinang, Malaysia 2Department of Chemistry, Faculty Applied Sciences, University Teknologi MARA, 02600 Arau Perlis, Malaysia azaidi433@perlis.uitm.edu.my mail, bsuffian@usm.my mail, cdrshelly@perlis.uitm.edu.my Keywords: Landfill, leachate, nanoparticle, adsorption, catalyst, antimicrobial Abstract.
Zhang, Chemical Engineering Journal 200–202 (2012) 619-626
Beker, Chemical Engineering Journal 223 (2013) 116-128
McKay, Chemical Engineering Journal 215–216 (2013) 105-112
Wang, Chemical Engineering Journal 253 (2014) 63-72

Microstructure and Mechanical Properties of Gypsum Board Produced from Water Hyacinth Fiber Pilin Hankhuntod1,a, Tanakorn Phoo- Ngernkham2,b and Bundit Krittacom1,c,* 1Development in Technology of Porous Materials Research Laboratory (DiTo-Lab), Department of Mechanical Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Nakhonratchasima 30000, Thailand 2Sustainable Construction Materials and Technology, Department of Civil Engineering, Faculty of Engineering and Architecture Rajamangala University of Technology Isan, Nakhonratchasima 30000, Thailand apilin.ha@rmuti.ac.th, btanakorn.ph@rmuti.ac.th, cbundit.kr@rmuti.ac.th Keywords: Gypsum Board, Water Hyacinth Fiber, Scanning Electron Microscope (SEM) Abstract.
Pradmali, Development of ceiling board product from oil palm fiber for community enterprises, Research Report, Faculty of Engineering, Rajamangala University of Technology Phra Nakhon (2017).
Veranukul, Coconut coir ceiling board product with thermal insulation property, Journal of Engineering RMUTT, 16 (2), 129-138 (2018).
Ishak, Effect of alkalization on mechanical properties of water hyacinth fibers-unsaturated polyester composites, Polymer-Plastics Technology and Engineering, 52 (5), 446-451 (2013)
Simbolon, Manufacture of gypsum board from eggshell waste material, ARPN Journal of Engineering and Applied Sciences, 11 (16), 9933-9940 (2016)

The general practice is based on the analysis of influencing factors of underground pipeline[6], using empirical method, engineering analog method or numerical simulation method and so on.
Combining the volumetric position of underground pipeline and urban rail transit engineering, control indicators are determined.
[2] Hunter.A, in:Proceedings of the Institution of Civil Engineers: Geotechnical Engineering,2005,158(3):159-167
Chinese Journal of rock mechanics and engineering, 2002,21 increase (2): 2451-5456.
Proceedings of the 2nd National Conference on safety and protection engineering, 2010,8:152-158.

Engineering Failure Analysis.
Engineering Fracture Mechanics.
Engineering Fracture Mechanics.
Engineering Failure Analysis.
(in Chinese) [6] Xiaoling Zheng: Civil Aircraft Durability and Damage Tolerance Design Handbook (Aviation Industry Publications, China 2003).

Stability Evaluation of Karst Foundation Based on Orthogonal Test Yiping Wu1, a, Jianhong Zhou2, b, Qiuxia Zhang1, Zhongjie Zhao1 1 Faculty of Engineering, China University of Geosciences, Wuhan, 430074 2 College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, China, 541004 aypwu@cug.edu.cn, bglzhjh@aliyun.com Keywords: Orthogonal test; Karst foundation; Stability; Substation Abstract.
Through analyzing the engineering geology conditions and the formation mechanism of Huangshi Daye Steel substation karst foundation, we found that there are mostly caves under the karst foundation.
[6] Mingqi Wang, Ling Wang, Boheng Chen,el at.Basic Characteristics and Its Preventing Countermeasures of Geological Hazard in Daye City[J].Resources Environment & Engineering.2010, 24(6): 688-690.
Studies on numerical manifold method for determination of safe thickness of karst roof in roadbed[J].Chinese Journal of Geotechnical Engineering.2005, 27(6): 621~625.
[11] Jianpu Zhou, Xianmin LI.Methods of stability analysis in Karst foundation[J].Mining and Metallurgical Engineering.2003, 23(1): 4-11.