Experiment and constitutive modelling of creep deformation in the frozen silt-concrete interface
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11629-024-8787-5.pdf
Reference35 articles.
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2. Bray MT (2012) The influence of cryostructure on the creep behavior of ice-rich permafrost. Cold Reg Sci Technol 79–80:43–52. https://doi.org/10.1016/j.coldregions.2012.04.003
3. Chen X, Zhang JS, Xiao YJ, et al. (2015) Effect of roughness on shear behavior of red clay-concrete interface in large-scale direct shear tests. Can Geotech J 52(8):1122–1135. https://doi.org/10.1139/cgj-2014-0399
4. Deng RG, Zhou DP, Zhang ZY, et al. (2001) A new rheological model for rocks. Chinese Journal of Rock Mechanics and Engineering 20(06): 780–784. (In Chinese)
5. Gao Q, Wen Z, Zhou ZW, et al. (2022.) A creep model of pile-frozen soil interface considering damage effect and ice effect. Int J Damage Mech 2022(1):31 https://doi.org/10.1177/10567895211019067
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