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논문 기본 정보

자료유형
학술저널
저자정보
Jung-min Seo (Korea Institute of Ocean Science & Technology) Changjoo Shin (Korea Institute of Ocean Science & Technology) OSoon Kwon (Korea Institute of Ocean Science & Technology) In Sung Jang (Korea Institute of Ocean Science & Technology) Hyoun Kang (Korea Institute of Ocean Science & Technology) Sung Gyu Won (Vibroacoustics Total Solution)
저널정보
한국해양공학회 한국해양공학회지 한국해양공학회지 제34권 제3호(통권 제154호)
발행연도
2020.6
수록면
202 - 207 (6page)

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초록· 키워드

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A track-type underwater construction robot (URI-R) was developed by the Korea Institute of Ocean Science & Technology. Because URI-R uses tracks to move on the seabed, insufficient ground strength may hinder its movement. For smooth operation of URI-R on the seabed, it is important to determine the geotechnical properties of the seabed.
To determine these properties, standard penetration test (SPT), cone penetration test (CPT), and sampling are used on land. However, these tests cannot be applied on the seabed due to a high cost owing to the vessel, crane, sampler, and analysis time. To overcome these problems, a free fall cone penetration tester (FFCPT) is being developed.
The FFCPT is a device that acquires the geotechnical properties during impact/penetration/finish phases by free fall in water. Depth information is crucial during soil data acquisition. As the FFCPT cannot measure the penetration depth directly, it is estimated indirectly using acceleration. The estimated penetration depth was verified by results of real tests conducted on land.

목차

ABSTRACT
1. Introduction
2. Ground Penetration Behavior Characteristics of FFCPT According to Acceleration Changes
3. FFCPT Configuration
4. Experiment and Results Analysis
5. Conclusion
References

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