Grout rising along a pile is a general phenomenon in the process of post-grouting. The grout flew upward along the weak layer under pressure
squeezing the soil to a larger diameter and improving the shaft friction. By analyzing the mechanism of post grouting and applying the Bingham constitutive model and flowing equation
the formula to calculate the grout rising height was given. The formula to calculate radial displacement of soils around a pile was given by applying cavity-expanding theory. Compared with the measured results of a project
the calculated values were satisfactory relatively.