In order to study the consolidation creep characteristics of bioenzyme-treated silt,one-dimensional consolidation creep tests of silt modified by different content of bioenzyme were carried out.The variation of strain with time and the correlation between secondary consolidation coefficient and consolidation stress were analyzed.A hyperbolic creep model was proposed to predict the relationship between strain and time of bioenzyme-treated silt in creep process.The effect of bioenzyme content on the parameters of hyperbolic creep model were analyzed.The experimental results show that:1)the strai...