Rapid assessment of seismic landslide zones

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• 作者：Haiqiang Guo ; Lingkan Yao ; Shaowei Sun
• 关键词：Earthquake ; Collapse ; Landslide ; Hazard zonation ; Location design
• 刊名：Journal of Modern Transportation
• 出版年：2015
• 出版时间：September 2015
• 年：2015
• 卷：23
• 期：3
• 页码：220-227
• 全文大小：2,199 KB
• 参考文献：1.Qiu YL, Yao LK, Zhu Y, Wei YX (2014) Disaster reduction technique of railway selection in high earthquake intensity mountainous regions. J Southwest Jiaotong Univ 49(6):972鈥?80 (in Chinese)
  2.Chen YT, Yang ZX, Zhang Y et al (2013) From 2008 Wenchuan earthquake to 2013 Lushan earthquake (in Chinese). Scientia Sinica Terrae 43:1064鈥?072 (in Chinese) MATH
  3.Xu XW, Chen GH, Yu GH et al (2013) Seismogenic structure of Lushan earthquake and its relationship with Wenchuan earthquake. Earth Sci Front 20(3):11鈥?0 (in Chinese)
  4.Yao LK, Chen Q (2009) New research subjects on earthquake resistant techniques of line engineering extracted from 5.12 Wenchuan Earthquake. J Sichuan Univ 41(3):43鈥?0 (in Chinese)
  5.Zhu Y (2009) Innovation and practice on railway location concept. J Railw Eng Soc 129(6):1鈥? (in Chinese) MATH
  6.Leshchinsky D, San KC (1994) Pseudo-static stability of slopes: design. J Geotech Eng 120(9):1514鈥?532CrossRef
  7.Ling HI, Cheng AHD (1997) Rock sliding induced by seismic force. Int J Rock Mech Min Sci 34(6):1021鈥?029CrossRef MATH
  8.Biondi G, Cascone E, Maugeri M (2002) Flow and deformation failure of sandy slopes. Soil Dyn Earthquake Eng 22(9):1103鈥?114CrossRef MATH
  9.Newmark NM (1965) Effects of earthquakes on dams and embankments. Geotechnique 15(2):139鈥?60CrossRef MATH
  10.Jibson RW (2007) Regression models for estimating coseismic landslide displacement. Eng Geol 91(2):209鈥?18CrossRef
  11.Jibson RW (2011) Methods for assessing the stability of slopes during earthquakes鈥攁 retrospective. Eng Geol 122(1):43鈥?0CrossRef
  12.Jibson RW, Harp EL, Michael JA (2000) A method for producing digital probabilistic seismic landslide hazard maps. Eng Geol 58(3):271鈥?89CrossRef MATH
  13.Miles SB, Ho CL (1999) Rigorous landslide hazard zonation using Newmark鈥檚 method and stochastic ground motion simulation. Soil Dyn Earthq Eng 18(4):305鈥?23CrossRef MATH
  14.Rodr铆guez-Peces MJ, Garc铆a-Mayordomo J, Aza帽贸n JM et al (2014) GIS application for regional assessment of seismically induced slope failures in the Sierra Nevada Range, South Spain, along the Padul Fault. Environ Earth Sci 72(7):2423鈥?435CrossRef
  15.Xie MW, Cai MF, Esaki T (2006) GIS-based three鈥攄imensional slope stability limit equilibrium method and application. Rock Soil Mech 27(1):117鈥?22 (in Chinese) MATH
  16.Xie MW, Esaki T, Zhou GY (2003) GIS method for slope-unit-based 3D landslide hazard evaluation. Chin J Rock Mech Eng 22(6):969鈥?76
  17.Xie MW, Esaki T, Zhou G, Mitani Y (2003) GIS-based 3D critical slope stability analysis and landslide hazard assessment. J Geotech Geoenviron Eng 129:1109鈥?118CrossRef
  18.Ding YH, Wang YQ, Sun JZ et al (2000) Research on the method for prediction of earthquake induced landslides and its application to engineering projects. J Eng Geol 08(04):475鈥?80 (in Chinese)
  19.Liu YH (1985) Study of the macroscopic seismic hazard and the intensity features of the motuo earthquake, tibet. J Seismol Res 8(5):477鈥?83 (in Chinese)
  20.Shao CR, You HC, Cao ZQ (2008) Tectonic characteristics and seismic activities of Yaluzangbu Grand Canyon, Tibet. China. Technol Earthq Disaster Prev 38(4):398鈥?12 (in Chinese)
  
• 作者单位：Haiqiang Guo (1)
  Lingkan Yao (1) (2) (3)
  Shaowei Sun (1)
  
  1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China
  2. MOE Key Laboratory of High-speed Railway Engineering, Chengdu, 610031, China
  3. Road and Railway Engineering Research Institute, Sichuan Key Laboratory of Aseismic Engineering and Technology, Chengdu, 610031, China
  
• 刊物主题：Automotive Engineering; Geoengineering, Foundations, Hydraulics; Regional/Spatial Science;
• 出版者：Springer Berlin Heidelberg
• ISSN：2196-0577

文摘

In the feasibility stage of the transport route selection, large-scale geological investigations are advised before the route is determined. Therefore, rapid assessment of seismic landslide zones can be completed by the second development of the ArcGIS program. A large amount of geological information can be obtained by this method which is based on existing remote sensing image data. The integrated data can then be used to guide route location selection. This method assesses the angle between the main axis of the slope and the axis of the route and produces a zoning map that identifies slopes that threaten the route by combining with other characteristics including the climate in the study area, and the lithology and seismic structure of the near-field region. A hazard-zone map showing the degree of earthquake-induced landslide can be quickly generated by the comprehensive index method. The seismic landslide zone map was verified by comparison with the findings of a geological engineering survey conducted in the study area. Keywords Earthquake Collapse Landslide Hazard zonation Location design