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Use of landslide for paleoseismic analysis : : 2011/06/09 Engineering Geology 43(1996) 291-323 Randall W. Jibson
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Introduction
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Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Identifying landslides Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Identifying surface features as landslides and classification Identifying landslides Varnes (1978)
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Identifying landslides (1) Disrupted slides and falls (2) Coherent slides (3) Lateral spreads and flows
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Dating the landslide Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Dating the landslide
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Seismic landslide Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Seismic landslide
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Slope-stability analysis Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Slope-stability analysis
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Clay and silt Gravel and sand Loess
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Slope-stability analysis slope-stability model
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Slope-stability analysis
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Most Likely Actual surface A B C D E AB CDE
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Slope-stability analysis Seismic slope-stability analysis Ground water
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Slope-stability analysis Most Likely Actual surface
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Slope-stability analysis FS : static factor of safety FS
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Slope-stability analysis Newmark displacement critical displacement : 5~10cm
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Slope-stability analysis Jibson and Keefer (1993) Wilson and Keefer (1985)
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Interpreting results Paleoseismic landslide analysis involves three steps (1) Identifying a feature as a landslide. (2) Dating the landslide. (3) Showing that the landslide was triggered by earthquake. - Interpreting an earthquake origin for landslides. - Slope-stability analysis Interpreting results of paleoseismic landslide studies.
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Interpreting results CharacteristicsMinimum magnitudes
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Interpreting results Keefer and Wilson (1989) Areas affectedMinimum intensities
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Interpreting results Maximum distance from fault Maximum distance from epicenter
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Conclusion
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Thanks for your attention
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