Soil parameters c and φ can be measured in 2 minutes! A lightweight soil strength testing rod weighing 4 kg.
The "Soil Strength Testing Rod" is a device used to conduct penetration tests and vane shear tests. It allows for immediate measurement of soil constants c and φ on-site, and it is lightweight at a total weight of 4 kg. It can be applied to stability calculations for natural slopes (surface layers), residential land, road embankments, river levees, and existing retaining walls. 【Features】 ■ Soil constants c and φ can be measured in 2 minutes ■ Soil layer depth and penetration strength can be measured ■ Lightweight at a total weight of 4 kg ■ Stability analysis can be performed in a straightforward manner *For more details, please refer to the PDF document or feel free to contact us.
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For more details, please refer to the PDF document or feel free to contact us.
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【Uses】 ■ Stability calculations for natural slopes (surface) ■ Stability calculations for embankments in residential areas and roads ■ Stability calculations for river levees ■ Stability calculations for existing retaining walls, etc. *For more details, please refer to the PDF materials or feel free to contact us.
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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.