Geomechanics and Engineering

  • 제35권5호
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  • Pages.487-497
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  • 2023
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Full-scale TBM excavation tests for rock-like materials with different uniaxial compressive strength

  • Gi-Jun Lee (Korea Atomic Energy Research Institute) ;
  • Hee-Hwan Ryu (Korea Electric Power Research Institute (KEPRI)) ;
  • Gye-Chun Cho (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST)) ;
  • Tae-Hyuk Kwon (Department of Civil and Environmental Engineering, Korea Advanced Institute of Science and Technology (KAIST))
  • 투고 : 2023.09.26
  • 심사 : 2023.11.14
  • 발행 : 2023.12.10
⟨ 이전 논문 다음 논문 ⟩

초록

Penetration rate (PR) and penetration depth (Pe) are crucial parameters for estimating the cost and time required in tunnel construction using tunnel boring machines (TBMs). This study focuses on investigating the impact of rock strength on PR and Pe through full-scale experiments. By conducting controlled tests on rock-like specimens, the study aims to understand the contributions of various ground parameters and machine-operating conditions to TBM excavation performance. An earth pressure balanced (EPB) TBM with a sectional diameter of 3.54 m was utilized in the experiments. The TBM excavated rocklike specimens with varying uniaxial compressive strength (UCS), while the thrust and cutterhead rotational speed were controlled. The results highlight the significance of the interplay between thrust, cutterhead speed, and rock strength (UCS) in determining Pe. In high UCS conditions exceeding 70 MPa, thrust plays a vital role in enhancing Pe as hard rock requires a greater thrust force for excavation. Conversely, in medium-to-low UCS conditions less than 50 MPa, thrust has a weak relationship with Pe, and Pe becomes directly proportional to the cutterhead rotational speed. Furthermore, a strong correlation was observed between Pe and cutterhead torque with a determination coefficient of 0.84. Based on these findings, a predictive model for Pe is proposed, incorporating thrust, TBM diameter, number of disc cutters, and UCS. This model offers a practical tool for estimating Pe in different excavation scenarios. The study presents unprecedented full-scale TBM excavation results, with well-controlled experiments, shedding light on the interplay between rock strength, TBM operational variables, and excavation performance. These insights are valuable for optimizing TBM excavation in grounds with varying strengths and operational conditions.

키워드

과제정보

This study was supported by a project (R23SA01) of Korea Electric Power Corporation Research Institute and by the Korea Electric Power Corporation (Grant R22XO05-11).

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