[Objective] To analyze the late settlement of high filled project in Yan'an District of Shaanxi Province in order to provide technological and theoretic support for the design and construction of high filled project.[Methods] A variety of laboratory consolidated drained static lateral pressure coefficient K₀ triaxial creep tests were conducted under different water content, compacted degree and vertical stress by using a refitted K₀ triaxial creepmeter.[Results] The remolded Q₃ loess had an obvious creep properties, and it showed a typical attenuation creep under low stress level. Creep phenomenon showed an increase trend and the deformation of creep enlarged, with higher water content, higher pressure stress and smaller compacted degree. Under low stress level, there was a linear relationship between lateral stress and vertical stress.[Conclusion] Based on the tested data, a user-defined creep model of remolded Q₃ loess about vertical stress was established, and characteristic parameters were obtained by fitting test data. The established model can well describe the properties of remolded Q₃ loess in Yan'an District.