SHEAR STRENGTH EXPERIMENT OF STABILIZED SOFT SOILS

The triaxial experimental investigation was carried out for soft soil species stabilized by composite stabilizer based sulphate aluminium cement.The influences of dosage of stabilizer and curing age are given on the stress strain relation of triaxial condition,and the cohesive strength and inner friction angle of stabilized soft soils are calculated through triaxial test data.The study result shows that composite stabilizer obviously improves the shear strength in appropriated dosage condition.