Abstract
Soft soil foundation treatment methods mainly include soil replacement cushion method, dynamic compaction method, drainage consolidation method, etc. Drainage consolidation methods mainly include: vacuum preloading method, stack preloading method and vacuum combined stacking preloading method. Among them, the vacuum preloading method has obvious advantages in treating large areas and deep soft foundations. This paper describes the process of soft soil foundation vacuum combined with stack preloading reinforcement. Through the monitoring of the vacuum preloading process, we mainly analyzed the monitoring results and development trend of horizontal displacement.
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