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

inferno

Functional

right-atrium

TXT-tool 3.386-1.1: Two-Dimensional Debris-Flow Modelling and Topographic Datadel input parameters is essential for obtaining acceptable simulation results, especially for potential debris flows without a recent history of activity. The numerical grid in the debris-flow transport area is usually generated from available topographic data. In Slovenia, DEM5 and DEM12.5 are publ

客觀

TXT-tool 3.886-1.2: Simulation for the Debris Flow and Sediment Transport in a Large-Scale Watersheddy of Tsengwen reservoir watershed under the extreme rainfall triggered by typhoon Morakot is demonstrated. This approach starts with volume-area relation with landslide inventory method to predict temporal and regional landslide volume production and distribution. Then, debris flow model, Debris-2D

carbohydrate

BRAND

討好美人

TXT-tool 3.001-1.2: Physical Modelling of Earthquake-Induced Landslidesers such as tsunamis and fires. Moreover, they can serve as a triggering factor for hundreds to thousands of landslides in the region affecting by ground shaking. Asides from the ground shaking intensity resulting from an earthquake, several other factors including slope inclination, density of the

hangdog

TXT-tool 3.044-1.1: The Runout of Chalk Cliff Collapses—Case Studies and Physical Model Experimentss is a long-recognised hazard along parts of these coastlines, however variation in the chalk’s lithology, stratigraphy and physical properties coupled with changing topographic relief, means that the nature of the hazard is variable. This tool is concerned with cliff failures that may lead to chalk

從容

Magnificent

TXT-tool 3.081-1.6: Manual for the Undrained Dynamic-Loading Ring-Shear Apparatus DPRI series has a long loading frame consists of pillars and beam for the normal stress system. Recently, loading piston through the single central axis was applied for the normal stress in the newest version of ring shear apparatus. There are two version of this new apparatus, called the ICL-1 and