1) seepage induced consolidation
渗流诱发固结
2) seepage-induced consolidation
渗透诱发固结
1.
To determine the parameters needed in this model, the consolidation constitutive relationship of high plastic soft clay and other fine-grained soil, the seepage-induced consolidation test and analysis were provided.
为解决渗透压力作用下软粘土的渗透诱发固结问题,建立了一维渗透诱发固结有限应变理论的数学模型,针对该模型所需参数,主要是高塑性粘土和其他细颗粒土的固结本构关系,即压缩性关系(e～σ′)和渗透性关系(e～k),进行了渗透诱发固结试验和分析。
3) consolidation seepage
固结渗流
1.
the consolidation seepage and instantaneous steady seepage due to the negative boundary pressure.
从渗流问题的基本方程出发,导出了真空预压的固结解析解,认为在地基中存在负压边界引起的瞬时稳定渗流与固结渗流2种不同特性的渗流。
5) unconsolidated seepage
非固结渗流
1.
Based on the equation for unconsolidated seepage, an analytical solution to the terminal stress and displacement of foundation under vacuum preloading was derived.
基于非固结渗流问题的基本方程,导出真空预压地基最终应力和位移的解析解,分析地基在渗流体力和压差面力联合作用下的变形规律,认为地基竖向与水平向渗透系数之比ξ对真空预压的效果有重要影响。
6) Microseepage-consolidation combined test
微渗流-固结联合试验
补充资料：固结
1.牢固团结。 2.凝结;郁结。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条