Due to the wet-dry cycle, the consolidation creep characteristics of the weathered red sandstone coarse-grained soil have a great influence. Firstly, through the one-dimensional consolidation creep test, the strain and consolidation time curves
$$\varepsilon { - }t$$
were obtained under the wet and dry cycles conditions, and the consolidation creep hyperbolic model of weathered red sandstone coarse-grained soil was established. Then, regression equations between initial consolidation creep rate, limit consolidation creep rate, and consolidation creep rate and the wet-dry cycle times...
