摘要
对在不同固结压力下原状土、重塑土的渗透系数进行试验研究,对比分析渗透系数的变化规律,研究上海软土结构性对渗透系数的影响。该试验的研究结果对上海软土渗透系数的确定有重要的工程指导意义。
The coefficient of permeability of undisturbed and disturbed samples of Shanghai soft clay is tested under different consolidation pressures. The variation of coefficient of permeability and the effect of structural property on permeability have been analyzed. The testing results are valuable for obtaining the coefficient of permeability of Shanghai soft clay in the practical engineering.
出处
《探矿工程（岩土钻掘工程）》
2004年第5期1-3,共3页
Exploration Engineering:Rock & Soil Drilling and Tunneling
基金
上海市重点学科(岩土工程)资助
关键词
软土
渗透系数
结构性
固结压力
孔隙比
soft clay
coefficient of permeability
structural property
consolidation pressure
void ratio
