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Characteristics and triggers of earthquake-induced landslides of pyroclastic fall deposits: An example from Hachinohe during the 1968 M7.9 tokachi-Oki earthquake, Japan

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Abstract This work characterizes the geomorphological features and describes the factors controlling earthquake-induced landslides of pyroclastic fall deposits. Statistical analysis of the distribution of landslides caused by the 1968 M7.9… Click to show full abstract

Abstract This work characterizes the geomorphological features and describes the factors controlling earthquake-induced landslides of pyroclastic fall deposits. Statistical analysis of the distribution of landslides caused by the 1968 M7.9 Tokachi-Oki earthquake and prior high-magnitude earthquakes was conducted using 0.5-m resolution Light Detection and Ranging data and aerial photographs. Most of the 1968 co-seismic landslides were shallower than 3.5 m and occurred on sliding surfaces with slope angles of less than 34° (average angle of 26.4°). The fitting relationship between the height and length of the 1968 co-seismic landslides was H = 0.226L with a modal apparent friction angle of 12-14°, indicating high mobility. The 1968 co-seismic landslide crowns were primarily located near ridge crests. The hillslope morphology and seismic Arias intensity direction greatly influenced the direction of the earthquake-induced landslides, which were predominantly oriented in a northwest-north-east direction. These earthquake-induced landslides occurred in a cluster where fine marginal portions of Towada-Hachinohe pyroclastic flow deposits, i.e., To-H (pfl), thinly (

Keywords: earthquake induced; fall deposits; landslides pyroclastic; induced landslides; pyroclastic fall; earthquake

Journal Title: Engineering Geology
Year Published: 2020

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