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Materials Research Innovations Volume 15, 2011 - Issue sup1
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Original Article

Study on hydromechanical damage coupled model of Boom clay during tunnel excavation and construction

S P Jia School of Urban ConstructionYangtze University, Jingzhou434023, ChinaCorrespondence[email protected]
,
Q Wang School of Urban ConstructionYangtze University, Jingzhou434023, China
&
W Z Chen Institute of Rock and Soil MechanicsChinese Academy of Sciences, Wuhan430071, China
Pages s517-s521 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

References

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  • Hou ZM: Int. J. Rock Mech. Min. Sci., 2003, 40, 725–738.
  • Huysmans M, Berckmans A, Dassargues A: Appl. Clay Sci., 2006, 33, 207–218.
  • Blumling P, Bernier F, Lebon P, Martin D: Phys. Chem. Earth, 2007, 32, 588–599.
  • Jia SP: ‘Hydro‐mechanical coupled creep damage constitutive model of Boom clay, back analysis of model parameters and its engineering application’, PhD thesis, Graduate School of Chinese Academy of Sciences, Wuhan, China, 2009.
  • Bastiaens W, Bernier F, Li XL: Phys. Chem. Earth, 2007, 32, 600–615.
  • Schulze O, Popp T, Kern H: Eng. Geol., 2001, 61, 163–180.
  • Zhang WH: Chin. J. Geotech. Eng., 1999, 21, (6), 731–735.
  • Bastiaens W, Bernier F: ‘The connecting gallery‐the extension of HADES underground research facility at Mol, Belgium’, EURIDICE report 03‐294, Mol, EIG EURIDICE, 2003.
  • Bernier F, Li XL, Bastiaens W: ‘Fractures and self‐healing within the excavation disturbed zone in clays’, EURIDICE report 01‐00095, Mol, EIG EURIDICE, 2004.

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