Assessment of the effects of historical strong earthquakes on large-scale landslide groupings in the Wei River midstream

[1]  A. Arias.  A measure of earthquake intensity , 1970 .

[2]  D. B. Prior,et al.  Application of infinite slope analysis to subaqueous sediment instability, Mississippi delta , 1979 .

[3]  D. Keefer,et al.  Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California, earthquake , 1983 .

[4]  D. Keefer.  Landslides caused by earthquakes , 1984 .

[5]  Edwin L. Harp,et al.  Map showing slope stability during earthquakes in San Mateo County, California , 1985 .

[6]  K. Ishihara,et al.  LIQUEFACTION-INDUCED FLOW SLIDE IN THE COLLAPSIBLE LOESS DEPOSIT IN SOVIET TAJIK : , 1990 .

[7]  Randall W. Jibson,et al.  PREDICTING EARTHQUAKE-INDUCED LANDSLIDE DISPLACEMENTS USING NEWMARK'S SLIDING BLOCK ANALYSIS , 1993 .

[8]  Stephen H. Hartzell,et al.  Initial investigation of site and topographic effects at Robinwood Ridge, California , 1994, Bulletin of the Seismological Society of America.

[9]  C. Rogers,et al.  The loess of north-central China: geotechnical properties and their relation to slope stability , 1994 .

[10]  Edwin L. Harp,et al.  Shaking intensity thresholds for rock falls and slides: Evidence from 1987 Whittier Narrows and superstition hills earthquake strong-motion records , 1995 .

[11]  Randall W. Jibson,et al.  Inventory of landslides triggered by the 1994 Northridge, California earthquake , 1995 .

[12]  C. Chung,et al.  Probabilistic prediction models for landslide hazard mapping , 1999 .

[13]  J. Bommer,et al.  Earthquake-induced landslides: 1980–1997 , 1999 .

[14]  R. Romeo.  Seismically induced landslide displacements: a predictive model , 2000 .

[15]  E. Harp,et al.  A method for producing digital probabilistic seismic landslide hazard maps , 2000 .

[16]  Alberto Refice,et al.  Probabilistic modeling of uncertainties in earthquake-induced landslide hazard assessment , 2002 .

[17]  D. Keefer,et al.  Investigating Landslides Caused by Earthquakes – A Historical Review , 2002 .

[18]  I. Jefferson,et al.  Engineering geology of loess and loess-like deposits: a commentary on the Russian literature , 2003 .

[19]  William Murphy,et al.  Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: The case of Pacoima Canyon, California , 2005 .

[20]  W. Murphy.  THE ROLE OF TOPOGRAPHIC AMPLIFICATION ON THE INITIATION OF ROCK SLOPES FAILURES DURING EARTHQUAKES , 2006 .

[21]  Satoshi Fujiwara,et al.  Interpretation of landslide distribution triggered by the 2005 Northern Pakistan earthquake using SPOT 5 imagery , 2007 .

[22]  Ming-Lang Lin,et al.  Statistical approach to earthquake-induced landslide susceptibility , 2008 .

[23]  Mark A. Bauer,et al.  Landslides triggered by the 8 October 2005 Kashmir earthquake , 2008 .

[24]  Lewis A. Owen,et al.  GIS-based landslide susceptibility mapping for the 2005 Kashmir earthquake region , 2008 .

[25]  Christian Conoscenti,et al.  GIS analysis to assess landslide susceptibility in a fluvial basin of NW Sicily (Italy) , 2008 .

[26]  Rapid Assessment of earthquake-induced landsliding , 2008 .

[27]  Weile Li,et al.  Analysis of the geo-hazards triggered by the 12 May 2008 Wenchuan Earthquake, China , 2009 .

[28]  C. Lee,et al.  Empirical estimation of the Newmark displacement from the Arias intensity and critical acceleration , 2011 .

[29]  Hiroshi P. Sato,et al.  Landslide inventories: The essential part of seismic landslide hazard analyses , 2011 .

[30]  F. Guzzetti,et al.  Landslide inventory maps: New tools for an old problem , 2012 .

[31]  Chong Xu,et al.  GIS-based support vector machine modeling of earthquake-triggered landslide susceptibility in the Jianjiang River watershed, China , 2012 .

[32]  Chong Xu,et al.  Three (nearly) complete inventories of landslides triggered by the May 12, 2008 Wenchuan Mw 7.9 earthquake of China and their spatial distribution statistical analysis , 2014, Landslides.

[33]  J. Malet,et al.  Recommendations for the quantitative analysis of landslide risk , 2013, Bulletin of Engineering Geology and the Environment.

[34]  Joseph Wartman,et al.  Landslides in Eastern Honshu Induced by the 2011 Tohoku Earthquake , 2013 .

[35]  E. Rathje,et al.  The influence of different simplified sliding-block models and input parameters on regional predictions of seismic landslides triggered by the Northridge earthquake , 2013 .

[36]  Chong Xu,et al.  Why so few? Landslides triggered by the 2002 Denali earthquake, Alaska , 2014 .

[37]  W. Tao,et al.  Research on loess-paleosol engineering geology features from the borehole cores of a typical section in Baoji area, Shaanxi province, China , 2015, Environmental Earth Sciences.

[38]  Gang Wang,et al.  A one-step Newmark displacement model for probabilistic seismic slope displacement hazard analysis , 2016 .

[39]  Joseph Wartman,et al.  Regional-scale co-seismic landslide assessment using limit equilibrium analysis , 2016 .

[40]  J. Wartman,et al.  Multimodal method for coseismic landslide hazard assessment , 2016 .

[41]  P. Xin,et al.  Analysis of the causes of large-scale loess landslides in Baoji, China , 2016 .

[42]  Y. Zhou,et al.  Laboratory characterization of rainfall-induced loess slope failure , 2017 .

[43]  Huiming Tang,et al.  The role of seismic triggering in a deep-seated mudstone landslide, China: Historical reconstruction and mechanism analysis , 2017 .

[44]  Adrian Rodriguez-Marek,et al.  Empirical predictive relationships for rigid sliding displacement based on directionally-dependent ground motion parameters , 2017 .