To explore the shear creep characteristics of weak inter layers under repeated rain action, the Permian carbonaceous shale soft interlayers in southwestern China were taken as the research object, and the real-time infiltration water/air pressure cyclic shear test system was used to carry out the infiltration water/air pressure test system. In the cyclic shear creep test, the shear creep characteristics and long-term strength deterioration mechanism of the weak interlayer were analyzed, and a creep damage constitutive model considering Weibull distribution was established. The results showed that; l) The weak interlayer has obvious creep characteristics. With the increase of the number of permeating water/air pressure cycles, the shear deformation before failure gradually increases, showing two different failure modes, toughness, and brittleness during failure; 2) With the increase of water penetration/The increase in the number of air pressure cycles, the deterioration degree of the weak interlayer shows an increasing trend, but eventually tends to a certain value, the degree of deterioration can be expressed by the function Di = 0.7717 X [1-exp(-0.1n)]; 3) Based on the experimental data, a damage viscoplastic element based on the Weibull distribution theory is proposed, and a water/air pressure cycle creep damage model is constructed, which can well describe the three stages of creep of a weak interlayer. The research results have important guiding significance for the long-term stability analysis of high and steep slopes with weak interlayers. [ABSTRACT FROM AUTHOR]