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  6. Permanent Water Collection Boring Well Pipe "Rustless 100"

Permanent Water Collection Boring Well Pipe "Rustless 100"

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last updated:Nov 27, 2019

太田ジオリサーチ
太田ジオリサーチ
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Permanent measures for water drainage, strengthening of the borehole pipes, and halving the life cycle cost!

"Rustless 100" is a high-strength, rust-resistant casing pipe. It allows for long-term and stable groundwater drainage while also reducing lifecycle costs. Additionally, its bending compressive strength is approximately 50 kN, which is ten times that of PVC pipes, making it suitable for groundwater drainage applications in landslides. [Features] - High corrosion-resistant coated (Zn-Al-Mg coated) steel pipe - Bending compressive strength of about 50 kN, ten times that of PVC pipes - Long lifespan, with lifecycle costs halved (cost reduction rate of over 50%) - Suitable for groundwater drainage applications in landslides - Exhibits shear pile function in small-scale landslides *For more details, please refer to the PDF document or feel free to contact us.

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Permanent Water Collection Boring Well Pipe "Rustless 100"

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  • Related Link - http://www.ohta-geo.net/index.html

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Permanent Water Collection Boring Well Pipe "Sabiless 100"

Permanent Water Collection Boring Well Pipe "Sabiless 100"

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太田ジオリサーチ

太田ジオリサーチ

Construction Consultant

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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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