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2D Numerical Analysis on Influence of Embankment’s Security and Stability Caused by Shield Tunneling XiaoChun Zhong1a, WenLong Ye1b, YuBin Ren2c, GaoYong Zhai 2d, XueDong Chen2e 1College of Civil and Transportation Engineering, Hohai Universtiy, Nanjing, China, 210098 2Jiangsu Province Water Engineering Sci-tech Consulting Co.
Geotechnical Engineering World, 2001, 4(11): 19-21
Chinese Journal of Geotechnical Engineering, 2007, 28(11): 2005-2009
Journal of Geotechnical Engineering, 1994, 120(7): 1148-1165
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(8): 1652-1657

Integration of GIS and BIM in Metro Construction Qiankun Wang1, a,Peng Li1, b, Yaping Xiao1, c andZhigang Liu2,3, d 1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, Hubei, China 2SchoolofEnvironment&ChemicalEngineering, Nanchang University, Nanchang330031, Jiangxi, China 3Key Laboratory of Mine Informatization, Henan Polytechnic University, Jiaozuo, 454000,China awangqk@whut.edu.cn, bjason198461@163.com, cshoppingxiao@qq.com, d1318747794@qq.com Keywords: GIS, BIM, Metro Engineering Construction Abstract.
Then adding all related information to this model will lead to an engineering information database, until when this model can truly reflect an engineering of reality due to its visualization, so that relevant participants could take advantages.
BIM’s powerful collision detection functionis very conducive to thereduction ofprogresswaste.Plenty ofconflicts among professions waste a great deal of progress, meanwhile massive abandoned engineering and reworkalso would cause huge waste of materials and labor.
For example, metro engineering environment is complex, and it’s too close from construction site to the pedestrians and vehicles outside, and the available space is limited.
Wang: Safety Monitoring Design of Management Information System for Rail Engineering Construction and Application. (2010), p. 57 [2] H.

Journal of Materials in Civil Engineering Vol. 9(1997), p. 185-193
Journal of Structural Engineering Vol. 124(1998), p. 1025-1031
Journal of Materials in Civil Engineering Vol. 12(2000), p. 139-146
Journal of Structural Engineering Vol. 128(2002), p. 612-623
Journal of Structural Engineering Vol. 128(2002), p. 612-623

Dynamic Response of Complex Structure in Half Space Ming Song Gao 1,a, Zhi Gang Chen 2,b 1College of Automation, Harbin Engineering University, Harbin, Heilongjiang, CHINA 2Department of Mechanics and Civil Engineering, Jinan University, Guangzhou, CHINA agaomingsong@hrbeu.edu.cn, bczgjnu@163.com Keywords: Scattering of SH-wave, Subsurface Circular Lining Structure, Beeline Crack, Green’s Function, Crack-Division, Ground Motion Abstract.
Introduction The problem of seismic wave scattering by an inclusion and a crack is a very important and challenging one in earthquake engineering.
Hui Qi, Yan Wang, Diankui Liu: Earthquake Engineering and Engineering Vibration,23:3(2003),p. 41-46 [2].
Lee, V.W., Chen, S. and Hsu, I.R.: Journal of Engineering Mechanics, 125:10(1999), p.1106-1114.

A Shape Optimization Based on Strain Energy for Framed Structures JIANG Bao Shi1, a *, HU Jun1, b 1 College of Civil Engineering and Architecture, Hainan University, Haikou, 570228, P.R.
Journal of structural engineering ,132(7):1158–65
Engineering Structures, 30 (9) :2360–69
Advances in Engineering Software;33(7-10):681–96
Engineering Structures, 30 (9):2559–65

[3] Banerjee P K, The Boundary Element Methods in Engineering, second ed., McGraw-Hill, London, 1994
Engineering Mechanics, ASCE, 101 (1975) 679-693
Engineering Mechanics, 120 (1994) 25-42
Gu, Earthquake Engineering for Earthrock Dams, second ed., China WaterPower Press, Beijing, 2009
Lv, A direct method for analysis of dynamic soil-structure interaction, China Civil Engineering Journal, 31 (1998) 55-64.

Journal of Boston Society of Civil Engineers, 1944, 31(4): 74–81
Journal of Engineering Mechanics, 1986, 112(12): 1292–1318
Journal of Engineering Mechanics, 1986, 112(9): 966–987
Journal of Engineering Mechanics, 1986, 112(12): 1263–1291
Journal of Engineering Mechanics, 2002, 128(7): 748–758.

The Stochastic simulation prediction method for landslide Chen hang1,a,Xiulan Sun2,b,Yuzhu Shang1,c,Mao lei1,d 1School of Civil Engineering, Sichuan Agricultural University, Du Jiangyan 611830, 2ChinaSchool of Economics and Management,Sichuan Agricultural University, Chengdu 611130,China, a418127303@qq.com,b1670416262@qq.com, c 727573699@qq.com, d1328540430@qq.com Keywords: rainfall, landslide, Intensity-Duration Abstract:Based on the rainfall infiltration and slope stability analysis theory and method of finite element, the landslide early warning and forecast models established empirical and adopt advanced Intensity - at home and abroad for the first time Duration of statistical curve as the latest forecast method, mountain hilly area rainfall condition, the author of this paper high frequency of natural disasters such as landslide and debris flow problems.
Engineering geological profile Reveal our country southwest mountain rock big range, 35-45% of the area of total area, also accounted for in the least exposed area of south-east provinces area of 10% ~ 10%, with intense weathered granite in the south of the hot and humid climate, formed the granite residual soil, degree of rock weathering granite residual soil according to its different presented the stratification are shown in table 1.
Glade, yuan Li, Tiefeng Li, Based on the early stage of the rainfall forecast methods of the model [J].Chinese Journal of Rock Mechanics and Engineering .2006(3):423–424
Journal of Hydraulic Engineering .2008,39(9):1046–1053
Chinese Journal of Rock Mechanics and Engineering. 2011,27(4):704–711.

A new damage variable and its evaluation law for structured soil Liu Yuan-xue 1, a, Li Zhong-you1,b , Zhou Jian-ting2,c and Sun Shu-guo1,d 1 Department of Architecture and Civil Engineering, Logistical Engineering University, Chongqing 400041, China 2 Department of Science and Technology, Chongqing Jiaotong University, Chongqing 400074, China a lyuanxue@online.cq.cn, blizhongyou0726@sina.com, cjt-zhou@163.com, d sunshuguo_hg@163.com Keywords: soil, structured soil, damage, energy dissipation, constitutive model.
Introduction Some structural characteristics exist in most of natural soils, which has been disclosed by many engineering practice and experiments [1,2].
The structural characteristics had a significant influence on the mechanical properties and engineering properties of soil.
In general, from the viewpoint of probability, the damage caused by volumetric strain and shear strain could be seen as two compatible probability events, and they occurred in different probability vω and sω , then the tatal probability including the influence of both of them should be: v s v s ω ω ω ωω = + − ， (1 )vv s ω ω ω ω = + − (7) The damage increment could be obtained by the differential of the last equation: (1 ) (1 ) s v v s d d d ω ω ω ω ω = − + − (8) The experimental soil, a kind of silty clay, is sampled from a Chongqing engineering.
Structrues Vol. 23 (1987), p.733-767 [6] Zhou jianting, Liu yuanxue, Li zhongyou: Key Engineering Materials Vol. 348-349 (2007), p. 513-516

Interaction of elliptical inclusion and crack in half-space under SH-waves Zailin Yang1,2a, Huanan Xu1,b, Baoping Hei1,c and Yong Yang1,d 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, 150001, China ayangzailin00@163.com, bhntiger_86@126.com, chbp0627@126. com,dyanghrb@hrbeu.edu.cn Keywords: scattering of SH-wave, multiple cracks, circular lining structure, Green’s function, surface displacement Abstract.
Introduction Elliptical inclusion commonly appears in matrix in engineering.
[3] Zailin Yang, Peilei Yan: submitted to Journal of Key Engineering Materials (2008)
[5] Zailin Yang, Huanan Xu, Meijuan Xu, Baitao Sun: submitted to Key Engineering Materials (2010).