Abstract:Based on special engineering geological conditions of a cut-slope area at Heitanping hilly-pass along Yongzhou-Jishou highway, shear creep properties of weak interlayer in this slope (about 30 m deep) have been studied by shear creep test to obtain shear creep curves. Shear creep constitutive model can be obtained by stationary parameter fractional derivative Burgers model, and long-term shear strength of the weak interlayer can be determined after the analysis of the shear creep curves. The research results s… Show more
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