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  6. 3D rockfall simulation

3D rockfall simulation

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last updated:Jul 08, 2024

太田ジオリサーチ
太田ジオリサーチ
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High-density point cloud data! A vast number of rockfall simulations can be performed.

Our company offers "3D rockfall simulations" using point cloud data. It is also possible to represent impact force and jump height with a heatmap. The illustration is color-coded by impact force, so if you provide this diagram to the designer, it will be immediately clear where and what scale of rockfall protection fences should be installed. We can visualize the jump height and impact force of rockfalls necessary for designing rockfall countermeasures using heatmaps. Please feel free to contact us if you have any requests. 【Benefits】 ■ Capable of simulating rockfalls in complex three-dimensional terrain ■ Can conduct a vast number of rockfall simulations ■ Can evaluate the risk of rockfalls *For more details, please refer to the related links or feel free to contact us.

    Scientific Calculation and Simulation Software
3d-simulation-00.jpg

3D rockfall simulation

3d-simulation-00.jpg
3d-simulation-00.jpg
  • Related Link - https://ohta-geo.co.jp/merchandise/3d-simulation/

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太田ジオリサーチ

太田ジオリサーチ

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Our main product is consulting engineers. Their characteristic is that, based on the fundamentals of natural sciences (geology and geotechnical engineering), engineers who are licensed professionals directly collect information through field surveys, allowing for a high-level understanding of the natural conditions that "no two locations have the same ground or topographical conditions." This enables the appropriate extraction of important items that need to be evaluated on-site, leading to rational problem-solving. Unlike standardized ground modeling and analysis methods based on guidelines and manuals, we uncover core issues and phenomena not covered by standard methods, allowing us to propose highly effective countermeasures while also enabling the development of new analysis methods and construction techniques. For example, three-dimensional stability analysis considering peripheral strength (Ota-Hayashi method), seismic analysis of fill embankments in valleys (Ota-Enokida model), and slope stability countermeasures effectively utilizing the strength within soil masses (disruption method) have emerged from this background. Additionally, we make maximum use of IT, streamlining and reducing costs by procuring useful software from overseas or developing it in-house.

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