【摘要】 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。更多还原

【Abstract】 This paper discusses the properties of soft clay under different consolidate degree by triax tests. The expressions of coefficient of permeability relative to stress and consolidation degree are given out. It i{ {hown that the development regularity of strength is related to the consolidation degree.更多还原