An elasto-plastic and viscoplastic damage constitutive model for dilatancy and fracturing behavior of soft rock squeezing deformation

Author:

Huang XingORCID,Liu Quan-shengORCID,Bo YinORCID,Liu BinORCID,Ding Zi-weiORCID,Zhang Quan-taiORCID

Publisher

Springer Science and Business Media LLC

Subject

Nature and Landscape Conservation,Earth-Surface Processes,Geology,Geography, Planning and Development,Global and Planetary Change

Reference75 articles.

1. Alejano LR, Alenso E (2005) Consideration of the dilatancy angle in rocks and rock masses. Int J Rock Mech Min 42(4): 481–507. https://doi.org/10.1016/j.ijrmms.2005.01.003

2. Barla G (2002) Tunnelling under squeezing rock conditions. In: Advances in geotechnical engineering and tunneling. (Kolymbas, D. (ed.). Berlin: Logos Verlag. pp 169–268.

3. Barla G, Bonini M, Debernardi D (2008) Time-Dependent Deformations in Squeezing Tunnels. In: 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Goa, India.

4. Barla G, Debernardi D, Sterpi D (2012) Time-Dependent Modeling of Tunnels in Squeezing Conditions. Int J Geomech 12(6): 697–710. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000163

5. Boidy E, Bouvand A, Pellet F. (2002) Back analysis of time-dependent behaviour of a test gallery in claystone. Tunn Undergr Sp Tech 17(4): 415–424. https://doi.org/10.1016/S0886-7798(02)00066-4

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