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采用三轴试验装置进行了不同固结度下的软基土的固结变形、渗透及强度特性的试验研究，得出软基土固结过程中渗透系数、强度特性的变化规律。
The experimental study on consolidation deformation, permeability and strength properties of soft soils under different consolidation degrees was carried out using a triaxial test device, and the variation law of permeability coefficient and strength characteristics during soft soil consolidation was obtained.