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1)  one-dimensional downward seepage
一维向下渗流
2)  one-dimensional upward seepage
一维向上渗流
1.
Research on characteristics of effective stress for a layered ground under one-dimensional upward seepage;
一维向上渗流作用下多层地基有效应力性状研究
3)  one dimension vertical influent
垂向一维渗流
1.
For easy calculation, the condition around the test is assumed one dimension vertical influent and homogeneous formation in datum handled, thus the velocity approximation approach and the formula method to compute the parameters have been gained.
为了便于求解,在试验数据处理的过程中将试验环境概化为垂向一维渗流和均质岩层的组合,有入渗速度近似法和公式法。
4)  one-dimension seepage
一维渗流
1.
An analysis solution is given to the problem of calculation of effective stress(σ′) for a one-layered grouned under one-dimension seepage,the formulas for computing the σ′ are derved.
研究了一维渗流作用下单层地基有效应力的计算问题 ,推导了有效应力的计算公式 ,讨论了有效应力性状。
5)  one dimensional seepage model
一维渗流理论
1.
The water head distribution lawof the dam foundation plane with curtain grouting is analysed by the simplified one dimensional seepage model, also is studied the effect of various parameters of curtain grouting on the foundation plane seepage pressure.
采用一维渗流理论分析了设置帷幕灌浆时闸坝地基面的水头分布,进而分析了帷幕灌浆各参数对地基面渗透压力的影响,从降低渗透压力的角度提出了最佳帷幕灌浆区厚度的理论,并采用二维渗流模型及有限元数值方法进行了验
6)  penetrating from top to bottom
向下渗透
补充资料:覆手向下合掌
【覆手向下合掌】
 (印相)十二合掌之一。大日经疏十三曰:“第十一次又俱覆二掌,亦以二手中指相接,名阿驮啰合掌。此云覆手向下合掌,第十二次又双覆两手,以二大指并而相接,十指头向外,亦同名也,亦名覆手合手也。”
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