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Movement and Erosion Quantification of Large Landslide through Terrestrial Laser Scanning HUMan1,a, XIE Mowen1,b, XU Bo1,c, WANG Liwei1,d 1Department of Civil Engineering, University of Science and Technology Beijing 100083, China ahumanyyyes@gmail.com, bmowenxie@126.com, cxuboustb@163.com, dwlw314159265@126.com Keywords:Terrestrial Laser Scanning; Landslide; Movement; Erosion Quantification Abstract.
The deformation monitoring of the landslide is an important research in the field of slope engineering.The terrestrial laser scanner is frequently applied to the deformation monitoring for landslide risk reduction in recent years.
Some relatively precise results, including the quantity of erosion and the velocity of erosion, have been obtained.The feasibility and reliability of applying TLS in slope monitoring engineering have been proved somewhat.
Engineering Geology. 2006. 88: 136–148
Precision Engineering. 2001, 25(3): 185–191

Yifeng Zhong, School of Civil Engineering, Chongqing University, China Prof.
Ang Zi Yang Adrian, Temasek Polytechnic, School of Engineering, Singapore A.Prof.
Wenbo Liu, School of Mechanical Engineering, Sichuan University, China Prof.
Joseph’s Institute of Technology/ Mechanical Engineering, India.
Jun Bian, School of Materials Science and Engineering, Xihua University, China Prof.

Analysis of the stress invariants criterions for I-II mixed mode crack initiation angles Dongxia Lia, Yanzhi Zhu b School of Civil Engineering and Architecture, ZhongYuan University of Technology, 41 West Zhongyuan Road, Zhengzhou, Henan 450007, P.R.China.
Crack propagation in practical engineering problems is often of mixed-mode type.
Engineering Fracture Mechanics, 2000, 67: 397-419
KIM, Engineering Fracture Mechanics 1995, Vol.50, No.1: 103-110

Research on Disaster Prevention Technology of Huizhou Traditional Architecture Qiang Sun1, a , Song-tao Wang1, b 1College of Civil Engineering of Anhui Institute of Architectural and Industry, Hefei, 230601, China asunqiang@aiai.edu.cn, bwstln@sina.com Keywords: Traditional Architecture; Disaster; Prevention; Reform; Measures.
It is our responsibility to preserve the ancient achievements in architecture, engineering and art.
This thesis conducts a preliminary study in the status quo and the problems of ancient brick and wood buildings through an engineering practice, and proposes the control measures to overcome the disasters and problems.
[9] K.L.Yin,G.R.Zhang, in:Safety and Environmental Engineering, Vol.10 (10(2003),in Chinese
[11] M.J.He, Frank Lam, in: Structural Engineering, Vol.1 (2004), in Chinese

Vulnerability Analysis of Small High-Rise Shear Wall Buildings Jian Zhu 1, a, Ping Tan 2, b 1Department of Civil and Hydraulic Engineering, Ning Xia University, YinChuan, 750021,China 2Earthquake Engineering Research Center.
Proceedings of the Seventh European Conference on Earthquake Engineering.
Engineer Structures (2004),26:2081-2099
Kuchma: An analytical framework for seismic vulnerability analysis of RC high-rise buildings, Engineer Structures (2007),29:3197-3209
Nielson a, D.O.Prevatt: Statistical and analytical models for roof components in existing light-framed wood structures, Engineering Structures (2009),31:2607-2616

Introduction With the rapid economic development in recent years, High-rise Buildings and Large span structures were sprung up, and to engineering designers presented new challenges and problems.
In practical engineering, the role of pile-soil interface is not entirely pressure, as well as tensile stress, which is not in conformity with the model, which need further lessons in practical engineering and further study the law of interaction.
Shi: Practical Pile Foundation Engineering Handbook(China Building Industry Press, China 2001)
Guo,T.P Liao: Exploration Engineering, (2002)No.5, p.10
Li: ANSYS Civil Engineering Applications(China Water Power Press, China 2010)

Rocco Lahr (Correspondent Author), 2,b André Luis Christoforo, 3,c Cristiane Inácio de Campos, 3,d Elen Aparecida Martines Morales, 3,e Juliana Cortez Barbosa, 4,f Tulio Hallak Panzera 1 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil. 2 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 3 Faculty of Wood Industrial Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Itapeva, 18.409-010, Brazil. 4 Department of Mechanical Engineering, Federal University of São João del-Rei, São João del-Rei, 36307-352, Brazil.
Six pieces of Pinus elliottii, nominal dimensions 330×12×2.50 cm, chosen a from a set (Figure 1b) available for this research and properly stored (temperature 25oC and relative humidity 60%) were used on the premises of Wood and Timber Structures Laboratory (LaMEM), Department of Structural Engineering (SET), São Carlos Engineering School (EESC), São Paulo University (USP), Brazil.
Progress in Structural Engineering and Materials.

Frequency Domain Analysis to Vibration Respones of subgrade Induced by Train at Seasonally Frozen Region of Daqing in China Lihui Tian1, 2,a, Xianzhang Ling1, Lina Wang1 , Feng Zhang1 1 School of Civil Engineering, Harbin Institute of Technology, Heilongjiang, Harbin 150090, China; 2 School of Mining Engineering, Heilongjiang University of Science and Technology, Heilongjiang, Harbin 150022, China ahuihuitian@163.com Keywords: seasonal frozen soil; rail transit; subgrade vibration; frequency domain Abstract.
Introduction Permafrost engineering problems is a world-wide problem at present, Russia, the United States and Canada had taken some hard work on the technique problem.
In seasonal frozen regions, the subgrade strength varies with the seasons and the more engineering disasters were caused.
Su: Engineering Mechanics.
Shi: Journal of Earthquake Engineering and Engineering Vibration.

Application of feedback linearization to the controller of CSTR Lanxiang Zhua, Zhen Wangb, Dingli Yuc,*, Weiwei Yangd, LeiGue, Lizhe Zhangf, Qifan Liug Changchun Architecture And Civil engineering College, Changchun 130000 a email:465214635@qq.com, b email: 2287415099@qq.com, d email: 229118377@qq.com * c corresponding author, email: 519007262@qq.com Keywords: nonlinear systems; feedback linearization; continuous stirred tank reactor; concentration control.
Control Engineering of China, 2004, 11(4): 352-355
TELKOMNIKA Indonesian Journal of Electrical Engineering, 2012, 10(8): 2295-2303
TELKOMNIKA Indonesian Journal of Electrical Engineering, 2013, 11(2): 1012-1017
TELKOMNIKA Indonesian Journal of Electrical Engineering, 2012, 10(7): 1815-1822

Influence of strength attenuation for silt soil on the fatigue life of semi-rigid base Xiaoming Yi1,2,a, Songgen Wang 2,b, Xiuguang Song1,c, Zhenqing Liu2,d 1School of Civil Engineering, Shandong University, Qianfoshan Campus, Jingshi Road 17922#, Jinan, Shandong, P.R.China, 250061 2National Engineering Research Center of Road Maintenance Technologies, Minzuyuan Road 9#, Beijing, PR China, 100088 ayixiaoming1985@126.com, bwangsonggen@roadmaint.com, csongxiuguang@sdu.edu.cn, dliuzhenqing@roadmaint.com Key words: silt subgrade, strength attenuation, semi-rigid base, fatigue life Abstract: Influence of water content on the resilience modulus for silt soil in Yellow River alluvial plane is studied by laboratory tests.
[2] Allam: Geotechnical Engineering.
[4] Hawkins A B, McConnell B J.: Geotechnical Engineering.
[6] Vasarhelyi B, Van P.: Geotechnical Engineering.
[7] Tang F, Ye SQ, Chen HK: Chinese Journal of Underground Space and Engineering.