Titlebook: Landslide Dynamics: ISDR-ICL Landslide Interactive Teaching Tools; Volume 2: Testing, R Kyoji Sassa,Binod Tiwari,Hendy Setiawan Book 2018 S

航海太平洋

缝纫

TXT-tool 3.385-1.1: Application of Integrated Landslide Simulation Model LS-Rapid to the Kostanjek L surfaces are initially developed through the soil mass. During the initial shearing, the excess pore pressure is often generated during the landslide activations by triggering factors and the post failure-motion of the landslide. The strength parameters used in these analyses were derived from test

ineffectual

TXT-tool 3.081-1.2: Simulation of Landslide Induced Tsunami (LS-Tsunami) Based on the Landslide Moti an excellent test of the reliability and precision of the new simulation model. The simulated tsunami heights at the coasts well match the historical tsunami heights recorded by “Tsunami-Dome-Ishi” (a stone showing the tsunami reaching point) and memorial stone pillars.

NIL

TXT-tool 3.081-1.3: A Hypothesis of the Senoumi Submarine Megaslide in Suruga Bay in Japan—Based on trong motion record of the 2011 Tohoku Earthquake at the observation point of MYG004 in Miyagi Prefecture. The results of this study indicated the importance of further investigation for the risk of large-scale submarine megaslide that may occur in the Senoumi area, including tsunami and the enlarge

疲劳

TXT-tool 3.081-1.4: Initiation Mechanism of Rapid and Long Run-Out Landslide and Simulation of Hirose-water pressure reached 15.2 kPa. All test results were input to an integrated simulation model (LS-RAPID) as dynamic parameter of landslide. The combination of landslide ring shear simulator and integrated landslide simulation model provides a new tool for landslide assessment. The hazard area and

gastritis

TXT-tool 3.385-1.2: Deterministic Landslide Susceptibility Analyses Using LS-Rapid Softwaredually increases until the failure appears in a certain part of the slope. If this approach is applied on the wider area, in which it is possible to define the relative position of the sliding surface, it is possible to obtain the values of the critical pore pressure ratio that causes conditions in

FEIGN

TXT-tool 3.386-1.1: Two-Dimensional Debris-Flow Modelling and Topographic Datahazard mapping. The modelled debris-flow depths and velocities are more accurate and better follow field conditions. Although using high-resolution topographic data results in much longer computational time, this shouldn’t be a problem for potential debris flows. For debris-flow endangered and popul

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不透气

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