The invention discloses a soft soil foundation settlement control method, which belongs to the technical field of water conservancy projects, and comprises the following steps:
geological exploration, acquisition of soil body parameters and soil layer distribution, determination of a settlement maximum value according to an exploration report and a
model test, reverse iteration calculation of an optimal wall depth based on S = f (H, Es, gamma, q), measurement of a setting-out fixed axis and a guide wall position, and construction of a guide wall control position and verticality. The separation wall is formed by segmenting the separation wall, injecting new
slurry to replace
slag-containing
slurry and pouring concrete through a guide
pipe method. Through the depth-settlement
coupling model and the dynamic optimization design method, the depth of the isolation wall can be accurately calculated and optimized, foundation settlement can be effectively controlled, the influence of differential settlement on substation equipment is reduced, compared with a traditional settlement control method, unnecessary
material consumption and construction cost are reduced, economical efficiency is improved, and the method is suitable for popularization and application. The method is suitable for
transformer substation soft soil foundation settlement control under different
soil texture and working conditions, and has high adaptability.