Fluidized solidified soil technology is a new foundation reinforcement method.This paper aims to explore the compression characteristics of fluidized solidified soil and its application in engineering projects,so as to evaluate its effectiveness in soil modification and foundation reinforcement.Through the experimental analysis of the influence of different curing agent types,dosages and curing time on the compression characteristics of fluidized solidified soil,it is known that with the extension of curing time,the porosity ratio and compression coefficient of fluidized solidified soil decrease,and the structure becomes more robust,especially when cement is used as curing agent.Fluidized solidified soil technology has excellent cost-effectiveness and construction convenience in infrastructure construction,especially suitable for projects with urgent construction period and limited construction space.At the same time,it reduces the demand for new soil resources and solves the problem of waste soil treatment.
fluidized solidified soilcompression characteristiccuring agentporosity ratio