Soft ground improvement below bridge approach foundation using cement deep mixing columns combined with geotextile

Vehicle load is a dynamic and embankment static load. These two types can act simultaneously to accelerate the consolidation rate of ground under embankment, which then leads differential settlement. This settlement dangerous as it cause sudden bouncing shock for vehicles on road. There are also other problems such reduction in exploitation capacity construction work due speed going through positions Lower increases waste means transport. Excessive occur from reasons improper design or construction. paper uses finite element method simulate process bridge approach calculate, check stability deformation soft this The analysis results show that without treatment quite large at 1.06 m. After reinforcement, 0.013 m, coefficient 1.032 2.739. research be applied reinforce with system cement deep mixing (CDM) columns combined geotextiles shorten time limit compensation.