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It is a new topic constructing long inclined shafts using shield machine or TBM, which is of great significance to shortening shaft construction period, enhancing security and decreasing costs.When crossing through high in-situ stress of deep buried sections, the long-term security of shaft structure may be threatened by rock creep.A numerical model is established considering rock creep to study the influence of shaft depths and segment effective bending rigidity ratios to segment mechanical characteristic index, including bending moment, axial force and safety factor, based on the shield inclined shafts of Shenhua Xinjie Taigemiao Mine Project.The results show that the rock creep influence can last for about 30 days, which leads to the decreasing of maximum bending moment and to the increasing of the safety factor, while has a negligible impact on axial force.With the linear increase of shaft depth, the maximum bending moment as well as the axial force increase approximately linearly, while the safety factor decreases with a slower ratio.Segment effective bending rigidity ratios have a negligible impact on lining bending moment, axial force and safety factor.