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

Engineering Geology - Tập 235 - Trang 11-19 - 2018
T. Wang1, S.R. Wu1, J.S. Shi1,2, P. Xin1, L.Z. Wu3
1Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
2China Geological Survey, M.L.R., Beijing 100037, China
3State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China

Tài liệu tham khảo

Arias, 1970, A measure of earthquake intensity, 438 Chung, 1999, Probabilistic prediction models for landslide hazard mapping, Photogramm. Eng. Remote. Sens., 65, 1389 Conoscenti, 2008, GIS analysis to assess landslide susceptibility in a fluvial basin of NW Sicily (Italy), Geomorphology, 94, 325, 10.1016/j.geomorph.2006.10.039 Corominas, 2014, Recommendations for the quantitative analysis of landslide risk, Bull. Eng. Geol. Environ., 73, 209 Derbyshire, 1991, Landslides in the Gansu loess of China, loess-geomorphological hazards and processes, Catena Suppl., 20, 119 Dijkstra, 1994, The loess of north-central China: geotechnical properties and their relation to slope stability, Eng. Geol., 36, 153, 10.1016/0013-7952(94)90001-9 Dreyfus, 2003, The influence of different simplified sliding-block models and input parameters on regional predictions of seismic landslides triggered by the Northridge earthquake, Eng. Geol., 163, 41, 10.1016/j.enggeo.2013.05.015 Du, 2016, A one-step newmark displacement model for probabilistic seismic slope displacement hazard analysis, Eng. Geol., 205, 12, 10.1016/j.enggeo.2016.02.011 Godt, 2008, Rapid assessment of earthquake-induced landsliding, 392 Gorum, 2014, Why so few? Landslides triggered by the 2002 Denali earthquake, Alaska, Quat. Sci. Rev., 95, 80, 10.1016/j.quascirev.2014.04.032 Grant, 2016, Multimodal method for coseismic landslide hazard assessment, Eng. Geol., 212, 146, 10.1016/j.enggeo.2016.08.005 Guzzetti, 2012, Landslide inventory maps: new tools for an old problem, Earth Sci. Rev., 112, 42, 10.1016/j.earscirev.2012.02.001 Harp, 1996, Landslides triggered by the 1994 Northridge, California, earthquake, Bull. Seismol. Soc. Am., 86, S319, 10.1785/BSSA08601BS319 Harp, 1995, Shaking intensity thresholds for rock falls and slides: evidence from 1987 Whittier narrows and superstition hills earthquake strong-motion records, Bull. Seismol. Soc. Am., 85, 1739 Harp, 2011, Landslide inventories: the essential part of seismic landslide hazard analyses, Eng. Geol., 122, 9, 10.1016/j.enggeo.2010.06.013 Hartzell, 1994, Initial investigation of site and topographic effects at Robinwood Ridge, California, Bull. Seismol. Soc. Am., 84, 1336, 10.1785/BSSA0840051336 Hsieh, 2011, Empirical estimation of the newmark displacement from the arias intensity and critical acceleration, Eng. Geol., 122, 34, 10.1016/j.enggeo.2010.12.006 Huang, 2009, Analysis of the geo-hazards triggered by the 12 May 2008 Wenchuan earthquake, China, Bull. Eng. Geol. Environ., 68, 363, 10.1007/s10064-009-0207-0 Ishihara, 1990, Liquefaction-induced flow slide in the collapsible loess deposit in Soviet Tajik, Soils Found., 30, 73, 10.3208/sandf1972.30.4_73 Jefferson, 2003, Engineering geology of loess and loess-like deposits: a commentary on the Russian literature, Eng. Geol., 68, 333, 10.1016/S0013-7952(02)00236-3 Jibson, 1993, Predicting earthquake-induced landslide displacements using Newmark's sliding block analysis, Transp. Res. Rec., 1411, 9 Jibson, 2000, A method for producing digital probabilistic seismic landslide hazard maps, Eng. Geol., 58, 271, 10.1016/S0013-7952(00)00039-9 Jin, 1996 Kamp, 2008, GIS-based landslide susceptibility mapping for the 2005 Kashmir earthquake region, Geomorphology, 101, 631, 10.1016/j.geomorph.2008.03.003 Keefer, 1984, Landslides caused by earthquakes, Geol. Soc. Am. Bull., 95, 406, 10.1130/0016-7606(1984)95<406:LCBE>2.0.CO;2 Keefer, 2002, Investigating landslides caused by earthquakes-a historical review, Surv. Geophys., 23, 473, 10.1023/A:1021274710840 Keefer, 1989, Predicting earthquake-induced landslides, with emphasis on arid and semi-add environments, vol. 2, 118 Lee, 2008, Statistical approach to earthquake-induced landslide susceptibility, Eng. Geol., 100, 43, 10.1016/j.enggeo.2008.03.004 Murphy, 2006, The role of topographic amplification on the initiation of rock slopes failures during earthquakes, vol. 49, 139 Owen, 2008, Landslides triggered by the 8 October 2005 Kashmir earthquake, Geomorphology, 94, 1, 10.1016/j.geomorph.2007.04.007 Prior, 1979, Application of infinite slope analysis to subaqueous sediment instability, Mississippi delta, Eng. Geol., 14, 1, 10.1016/0013-7952(79)90059-0 Refice, 2002, Probabilistic modeling of uncertainties in earthquake-induced landslide hazard assessment, Comput. Geosci., 28, 735, 10.1016/S0098-3004(01)00104-2 Roberto, 2000, Seismically induced landslide displacements: a predictive model, Eng. Geol., 58, 337 Rodrı́guez, 1999, Earthquake-induced landslides: 1980–1997, Soil Dyn. Earthq. Eng., 18, 325, 10.1016/S0267-7261(99)00012-3 Saade, 2016, Regional-scale co-seismic landslide assessment using limit equilibrium analysis, Eng. Geol., 204, 53, 10.1016/j.enggeo.2016.02.004 Sato, 2007, Interpretation of landslide distribution triggered by the 2005 northern Pakistan earthquake using SPOT 5 imagery, Landslides, 4, 113, 10.1007/s10346-006-0069-5 Sepúlveda, 2005, Seismically induced rock slope failures resulting from topographic amplification of strong ground motions: the case of Pacoima Canyon, California, Eng. Geol., 80, 336, 10.1016/j.enggeo.2005.07.004 Shi, 2016, Analysis of the causes of large-scale loess landslides in Baoji, China, Geomorphology, 264, 109, 10.1016/j.geomorph.2016.04.013 Song, 2017, Empirical predictive relationships for rigid sliding displacement based on directionally-dependent ground motion parameters, Eng. Geol., 222, 124, 10.1016/j.enggeo.2017.03.025 Sun, 2004, Geotechnical slope collapse, three-level evaluation predict earthquake, Earthquake Res., 27, 256 Tan, 2015, Research on loess-paleosol engineering geology features from the borehole cores of a typical section in Baoji area, Shaanxi province, China, Environ. Earth Sci., 74, 4469, 10.1007/s12665-015-4468-6 The Ministry of Construction of the People's Republic of China, 2002 Wang, 1999, Loess seismic hazard zoning index and method of research, J. Nat. Dis., 8, 87 Wartman, 2013, Landslides in Eastern Honshu induced by the 2011 Tohoku earthquake, Bull. Seismol. Soc. Am., 103, 1503, 10.1785/0120120128 Wieczorek, 1985, Map showing slope stability during earthquakes in San Mateo County, California Wilson, 1983, Dynamic analysis of a slope failure from the 6 August 1979 Coyote Lake, California, earthquake, Bull. Seismol. Soc. Am., 73, 863, 10.1785/BSSA0730030863 Wilson, 1985, Predicting areal limits of earthquake induced landsliding, Geol. Surv. Prof. Pap., 1360, 317 Wu, 2017, Laboratory characterization of rainfall-induced loess slope failure, Catena, 150, 1, 10.1016/j.catena.2016.11.002 Xu, 2012, GIS-based support vector machine modeling of earthquake-triggered landslide susceptibility in the Jianjiang River watershed, China, Geomorphology, 145–146, 70, 10.1016/j.geomorph.2011.12.040 Xu, 2014, Three (nearly) complete inventories of landslides triggered by the May 12, 2008 Wenchuan Ww 7.9 earthquake of China and their spatial distribution statistical analysis, Landslides, 11, 441, 10.1007/s10346-013-0404-6 Zhang, 2017, The role of seismic triggering in a deep-seated mudstone landslide, China: Historical reconstruction and mechanism analysis, Eng. Geol., 226, 122, 10.1016/j.enggeo.2017.06.001