| 结构性对上海软土渗透系数影响的试验研究 |
| 投稿时间：2003-11-10 修订日期：2003-11-10 点此下载全文 |
| 引用本文：顾中华,高广远,王结虎.结构性对上海软土渗透系数影响的试验研究[J].钻探工程,2004,31(5):1-3.GU Zhong-hua,GAO Guang-yuan,WANG Jie-hu. Experimental Study on Effects of Structural Properties to Permeability Coefficient of Soft Clay in Shanghai[J]. Drilling Engineering, 2004,31(5):1-3. |
| 摘要点击次数: 1137 |
| 全文下载次数: 498 |
|
| 基金项目:上海市重点学科(岩土工程)资助 |
|
| 中文摘要: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。 |
| 中文关键词:软土 渗透系数 结构性 固结压力 孔隙比 |
| |
| Experimental Study on Effects of Structural Properties to Permeability Coefficient of Soft Clay in Shanghai |
|
|
| Abstract: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. |
| keywords:soft clay coefficient of permeability structural property consolidation pressure void ratio |
| 查看全文 查看/发表评论 下载PDF阅读器 |
