PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Water saturation effects on the fracturing mechanism of sandstone excavating by TBM disc cutters

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Water content is an important factor affecting the rock-breaking efficiency of tunnel boring machine (TBM) disc cutters. However, limited efforts have been made to study the fracturing mechanism of sandstone excavation by TBM disc cutters under varying water content conditions. To investigate the breakage behavior of water-soaked sandstone by TBM disc cutters, five sets of penetration tests on sandstone specimens with different water content levels were performed. The tests were conducted using a modified RYL-600 computer-controlled rock shear rheometer. An acoustic emission (AE) monitoring system was utilized throughout the entire process to track the AE activity of the specimens. The force–depth curves of the penetration process at various water content levels were investigated. The effects of water content on AE characteristics, rock fracture properties, and specific energy were analyzed. The results indicate that AE activity can be divided into three stages: quiet period, slow rise period, and active period. With increasing water content, peak penetration force, consumed energy, and specific energy decrease gradually, while chip volume increases. Water promotes mutual penetration of surface and internal cracks of the specimen, resulting in the formation of larger chip volumes. These findings provide theoretical guidance for designing and improving TBM cutter head parameters in water-rich soft rock formations.
Rocznik
Strony
art. no. e154, 2024
Opis fizyczny
Bibliogr. 28 poz., fot., rys., wykr.
Twórcy
autor
  • School of Resources Environment and Safety Engineering, University of South China, Hengyang 421001, China
  • School of Resources Environment and Safety Engineering, University of South China, Hengyang 421001, China
autor
  • School of Resources Environment and Safety Engineering, University of South China, Hengyang 421001, China
  • Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, School of Civil Engineering, Wuhan University, Wuhan 430072, China
autor
  • School of Resources Environment and Safety Engineering, University of South China, Hengyang 421001, China
Bibliografia
  • 1. Fu J, Haeri H, Sarfarazi V, Naderi AA, Jahanmiri S, Jafari J, Marji MF. Failure mechanism of circlular tunnel supported by concrete layers under uniaxial compression: numerical simulation and experimental test. Theor Appl Fract Mech. 2023;125:103839.
  • 2. Ahmadi M, Torkashvand A, Badraddini A, Sarfarazi V, Jahanmiri S. Investigation of the influence of tunneling on bridge foundationin urban area. Geotech Geol Eng. 2023;41(4):2481–99.
  • 3. Haeri H, Sarfarazi V, Marji MF. Numerical simulation of the effect of confining pressure and tunnel depth on the vertical settlement using particle flow code (with direct tensile strength calibrationin PFC Modeling). Smart Struct Syst. 2020;25(4):433–46.
  • 4. Yang C, Hassani F, Zhou K, Zhang Q, Wang F, Gao F, Topa A. Numerical investigation of TBM disc cutter cutting on microwave-treated basalt with an unrelieved model. Arch Civ Mech Eng.2022;22(3):147.
  • 5. Roxborough FF, Phillips HR. Rock excavation by disc cutter. IntJ Rock Mech Min Sci Geomech Abstr. 1975;12(12):361–6.
  • 6. Marji MF. Modeling of cracks in rock fragmentation with a higher order displacement discontinuity method. Middle East Technical University 1996.
  • 7. Song K, Yang H, Xie J, Karekal S. An optimization methodology of cutter-spacing for efficient mechanical breaking of jointed rockmass. Rock Mech Rock Eng. 2022;55(6):3301–16.
  • 8. Pan Y, Liu Q, Liu Q, Bo Y, Liu J, Peng X, Cai T. Comparison and correlation between the laboratory, semi-theoretical and empirical methods in predicting the field excavation performance of tunnelboring machine (TBM). Acta Geotech. 2022;17(2):653–76.
  • 9. Deng L, Zhang F, Li X, Zhang C, Ji Y, Wu Y. Experimental and numerical investigations on rock breaking of TBM disc cutterbased on a novel platform with rotational cutting. Rock Mech Rock Eng. 2023;56(2):1415–36.
  • 10. Cheng J, Wang Y, Wang L, Li Y, Hu B, Jiang Z. Penetration behaviour of TBM disc cutter assisted by vertical precutting free surfaces at various depths and confining pressures. Arch Civ MechEng. 2021;21(1):22.
  • 11. Cheng J, Jiang Z, Han W, Li M, Wang Y. Breakage mechanism of hard-rock penetration by TBM disc cutter after high pressure water jet precutting. Eng Fract Mech. 2020;240:107320.
  • 12. Liu J, Cao P, Han D. Sequential indentation tests to investigate the influence of confining stress on rock breakage by tunnel boring machine cutter in a biaxial state. Rock Mech Rock Eng.2016;49(4):1479–95.
  • 13. Kang Y, Yang R, Yang L, Li Y, Yao M, Gu S. Study on the influence of joint dip angle and spacing on rock fragmentation by TBM double disc cutters. Arch Civ Mech Eng. 2023;23(4):222.
  • 14. Cheng J, Yang S, Han W, Zhang Z, Jiang Z, Lu J. Experimental and numerical study on the indentation behavior of TBM disc cutter on hard-rock precutting kerfs by high-pressure abrasive waterjet. Arch Civ Mech Eng. 2022;22(1):37.
  • 15. Yu J, Li D, Zheng J, Zhang Z, He Z, Fan Y. Analytical study on the seepage field of different drainage and pressure relief options for tunnels in high water-rich areas. Tunn Undergr Space Technol. 2023;134:105018.
  • 16. Sarfarazi V, Asgari K. Influence of single tunnel and twin tunnel on collapse pattern and maximum ground movement. J Min Environ. 2022;13(1):117–28.
  • 17. Fu J, Safaei MR, Haeri H, Sarfarazi V, Fatehi Marji M, Xu L, Arefnia A. Experimental investigation on deformation behavior of circular underground opening in hard soil using a 3D physical model. J Min Environ. 2022;13(3):727–49.
  • 18. Barzegari G, Khodayari J, Rostami J. Evaluation of TBM cutterwear in naghadeh water conveyance tunnel and developing a new prediction model. Rock Mech Rock Eng. 2021;54(12):6281–97.
  • 19. Liu B, Yang H, Karekal S. Effect of water content on argillization of mudstone during the tunnelling process. Rock Mech Rock Eng.2020;53(2):799–813.
  • 20. Wang T, Yan C, Zheng H, Ke W, Ali S. Optimum spacing and rock breaking efficiency of TBM double disc cutters penetrating in water-soaked mudstone with FDEM. Tunn Undergr Space Technol. 2023;138:105174.
  • 21. Liu J, Cao P, Han D. The influence of confining stress on optimum spacing of TBM cutters for cutting granite. Int J Rock Mech Min Sci. 2016;88:165–74.
  • 22. Bieniawski ZT, Bernede MJ. Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determining deformability of rock materials in uniaxial compression. Int J Rock Mech Min Sci Geomech Abstr. 1979;16(2):138–40.
  • 23. Lin Q, Cao P, Cao R, Fan X. Acoustic emission characteristics during rock fragmentation processes induced by disccutter under different water content conditions. Appl Sci. 2019;9(1):194.
  • 24. Han D, Cao P, Liu J, Zhu J. An experimental study of dependence of optimum TBM cutter spacing on preset penetration depth in sandstone fragmentation. Rock Mech Rock Eng.2017;50(12):3209–21.
  • 25. Zhang X, Lin H, Yin X, Liu H, Liu B. Mechanical characterization of intermittent weak interlayer based on DIC and acoustic emission technique. Theoret Appl Fract Mech. 2023;127:104097.
  • 26. Lin Q, Cao P, Wen G, Meng J, Cao R, Zhao Z. Crack coalescence in rock-like specimens with two dissimilar layers and preexisting double parallel joints under uniaxial compression. Int J Rock Mech Min Sci. 2021;139:104621.
  • 27. Zhang X, Hu D, Li J, Pan J, Xia Y, Tian Y. Investigation of rock breaking mechanism with TBM hob under traditional and free-face condition. Eng Fract Mech. 2021;242:107432.
  • 28. Haeri H, Shahriar K, Fatehi Marji M, Moarefvand P. Simulating the bluntness of TBM disc cutters in rocks using an indirect boundary element method. In 13th International Conference on Fracture, Beijing, China, 2013.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr POPUL/SP/0154/2024/02 w ramach programu "Społeczna odpowiedzialność nauki II" - moduł: Popularyzacja nauki (2025)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-11dd98c7-cca3-4a4b-b8ef-0f611a56e5fd
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.