2010
DOI: 10.20965/jdr.2010.p0280
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Numerical Simulation of Landslide Movement and Unzen-Mayuyama Disaster in 1792, Japan

Abstract: Landslides may cause huge sediment disasters. To mitigate such sediment-induced disasters, the behavior of the landslide must be predicted, in addition to the time, the location of occurrence, and the scale of the landslide. This paper proposes a two-dimensional numerical simulation for landslides. The Mayuyama landslide of 1792, which was triggered by volcanic activity, caused one of the largest disasters in the world. To reproduce sediment movement resulting from this landslide, 2-D numerical simulation and … Show more

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Cited by 19 publications
(14 citation statements)
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“…Landslide movement governing equations suggested by Miyamoto (2010) and Fathani, Legono and Karnawati (2017) is based on the momentum conservation law. The mass movement equation is shown in Eq.…”
Section: Landslide Movement Governing Equationsmentioning
confidence: 99%
See 2 more Smart Citations
“…Landslide movement governing equations suggested by Miyamoto (2010) and Fathani, Legono and Karnawati (2017) is based on the momentum conservation law. The mass movement equation is shown in Eq.…”
Section: Landslide Movement Governing Equationsmentioning
confidence: 99%
“…Whereas i, j are the vector units on the direction x, y on Cartesian coordinate. Average density (ρm) is described in detail by Miyamoto (2010) and Fathani, Legono and Karnawati (2017).…”
Section: Landslide Movement Governing Equationsmentioning
confidence: 99%
See 1 more Smart Citation
“…The eruption was followed by a lava dome collapse and debris flow into Ariake Bay. The landslide is estimated to have been 30 m thick at its front and containing 150 million m 3 of sediments traveling at 100 m/s (Miyamoto 2010). The landslide triggered tsunami along 77 km of coastline around the Ariake Sea, which resulted in approximately 15,000 deaths (Shiki et al 2008:167;Smithsonian 2013).…”
Section: Documenting Past Tsunamimentioning
confidence: 99%
“…Egashira et al (1992Egashira et al ( , 1997, Itoh (2000), and Miyamoto (2002Miyamoto ( , 2010 proposed the constitutive relations for water flow and the mixture of water and sediment. They successfully simulate the progress of movable bed for landslide, debris flow, and sediment transport in the river channel.…”
Section: The Structure and Challenge Of Simulation Model For Compoundmentioning
confidence: 99%