Earthquake and rain induced rapid and long-traveling landslides can cause heavy damage and are very difficult reinforcing the slopes is difficult. Thus it is important to evaluate the landslide risk with help of run-out analyses. A numerical tool based on MPM was developed and applied to run-out analysis of elastic material and dry sand on a frictional plane. A comparison with theories and experimental results shows that numerical tool gives promising results. In addition, a new and practical depth averaged method for landslide run-out analysis across three-dimensional terrain by discretizing St. Venant’s equation with MPM was developed and results of run-out analyses of elastic material, dry sand and recent rapid and long-traveling landslides are presented.
CITATION STYLE
ABE, K., JOHANSSON, J., & KONAGAI, K. (2007). A NEW METHOD FOR THE RUN-OUT ANALYSIS AND MOTION PREDICTION OF RAPID AND LONG-TRAVELING LANDSLIDES WITH MPM. Doboku Gakkai Ronbunshuu C, 63(1), 93–109. https://doi.org/10.2208/jscejc.63.93
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