Failure Mechanism of Unbonded Prestressed Thru-Anchor Cables: In Situ Investigation in Large Underground Caverns
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  • 作者:Quan Jiang (1)
    Xia-Ting Feng (1)
    Jie Cui (1)
    Shao-Jun Li (1)

    1. State Key Laboratory of Geomechanics and Geotechnical Engineering
    ; Institute of Rock and Soil Mechanics ; Chinese Academy of Sciences ; Wuhan ; 430071 ; China
  • 关键词:Anchor cable ; Failure mechanisms ; Underground cavern ; Supporting design
  • 刊名:Rock Mechanics and Rock Engineering
  • 出版年:2015
  • 出版时间:March 2015
  • 年:2015
  • 卷:48
  • 期:2
  • 页码:873-878
  • 全文大小:1,192 KB
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    2. Carranza-Torres C, Fairhurst C (2000) Application of convergence鈥揷onfinement method of tunnel design to rock masses that satisfy the Hoek鈥揃rown failure criterion. Tunn Undergr Space Technol 15(2):187鈥?13 CrossRef
    3. Chen ZY, Yang J (2004) Development of prestress anchor technology in rock-soil engineering. Guizhou Water Power 18(5):5鈥?0 (Abstract in English)
    4. Crosky A, Hebblewhite B (2003) Failure of rock bolts in underground mines in Australia. PFANF8 3(2):70鈥?8
    5. Feng XT, Hudson JA (2011) Rock engineering and design. CRC Pres/Balkema, Leiden
    6. Galvez JC, Elices M, Olivares MA (2006) Damage tolerance of an anchor head in a post-tensioning anchorage system. Eng Fail Anal 13(2):235鈥?46 CrossRef
    7. Gong P, Jia H, Ren J, Li Q (2011) Failure analysis on anchor bolt鈥攁nchor rope combined support. Shanxi Coking Coal Sci Technol 4:38鈥?1 (Abstract in English)
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    9. Hyett AJ, Bawden WF, Macsporran GR, Moosavi M (1995) Constitutive law for bond failure of fully-grouted cable bolts using a modified Hoek cell. Int J Rock Mech Min Sci Geomech Abstr 32(1):11鈥?6 CrossRef
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    12. Jiang Q, Cui J, Feng XT, Chen DF, Hao XJ (2013) Intelligent loop recognition of rock parameter for large underground hydraulic cavern. In: SINOROCK 2013, international symposium on rock mechanics 鈥渞ock characterization, modelling and engineering design methods鈥? pp 155鈥?60
    13. Koca MY, Kincal C, Arslan AT, Yilmaz HR (2011) Anchor application in Karatepe andesite rock slope, Izmir鈥擳urkiye. Int J Rock Mech Min Sci 48(2):245鈥?58 CrossRef
    14. Li ZG (2004) Deformation of surrounding rock in Eetan鈥檚 underground powerhouse unit. Sichuan Water Power 23(1):43鈥?7 (Abstract in English)
    15. Li CC (2012) Performance of D-bolts under static loading. Rock Mech Rock Eng 45(2):183鈥?92 CrossRef
    16. Li X, He S, Wu Y (2012) Limit analysis of the stability of slopes reinforced with anchors. Int J Numer Anal Met 36(17):1898鈥?908 CrossRef
    17. Lu Y, Wang L, Zhang B (2011) An experimental study of a yielding support for roadways constructed in deep broken soft rock under high stress. Min Sci Technol (China) 21(6):839鈥?44 CrossRef
    18. Maejima T, Morioka H, Mori T, Aoki K (2003) Evaluation of loosened zones on excavation of a large underground rock cavern and application of observational construction techniques. Tunn Undergr Space Technol 18(2):223鈥?32 CrossRef
    19. Peliua S, Oreste PP, Peila D, Oggeri C (2000) Stability analysis of a large cavern in Italy for quarrying exploitation of a pink marble. Tunn Undergr Space Technol 16(4):421鈥?36
    20. Serrano A, Olalla C (1999) Tensile resistance of rock anchors. Int J Rock Mech Min Sci 36(4):449鈥?74 CrossRef
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  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geophysics and Geodesy
    Civil Engineering
  • 出版者:Springer Wien
  • ISSN:1434-453X
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