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1)  infiltration test
渗透试验;渗水试验;渗入试验
2)  permeability experiment
渗透试验
3)  seepage test
渗透试验
1.
It is found that the results of large scale triaxial compression tests,confined-uniaxial compression tests and seepage tests for twice on three kinds of rockfills are very closer.
通过马山抽水蓄能电站坝体堆石料平行试验研究,认为三种堆石料两次大型三轴剪切试验、侧限单向压缩试验和渗透试验的结果都很接近;堆石料的应力应变关系符合邓肯-张双曲线模型,低围压下会发生剪胀;其压缩性比较低,卸荷回弹量很小,基本都是塑性变形;堆石料的渗透规律基本满足达西定律。
2.
In order to evaluate and treat the engineering mechanics properties of silt soil filled in foundation of highway, a series of laboratory experiments, such as compaction tests, seepage tests, triaxial tests and microstructure analysis, were studied.
为研究公路路基粉土的工程力学特性,评价粉土路基的稳定性,通过室内击实试验、渗透试验、三轴试验和微观结构分析,分析粉土作为公路路基填料的工程力学性质,对比分析不同击实功作用下粉土的干密度特性,探讨压实度和孔隙比之间的变化规律以及不同级配粉土的压实性能,研究不同压实度粉土的渗透特性及其力学效应,阐述不同击实度的粉土微观结构排列形式。
4)  permeability test
渗透试验
1.
The permeability test with different densities of municipal solid waste(MSW) sampled from a suburban building site of Beijing is introduced.
用取自京郊某垃圾堆填场的垃圾土样进行渗透试验,比较不同密度情况下渗透系数的差别。
2.
Compacting test and permeability test is a tried and true detecting method and they are applied in this detection.
0×10-7cm/s要求,可通过改造土的质量密度,减小土的渗透性来满足要求,击实试验与渗透试验是一种行之有效的检测方法,在此项检测中成功地进行了应用。
3.
By analysis of soil permeability test data of dyke strengthing by desilting,we have obtained soil permeability test data statistical index and distribution rule.
通过对黄河下游堤防淤背土体的渗透试验参数进行分析,得出了用于淤背工程设计中土体的渗透试验参数统计指标及其分布规律,并介绍了其在利用渗流稳定可靠度理论研究淤背体合理宽度及高度中的具体应用情况。
5)  infiltration test
入渗试验
1.
The results of stormwater infiltration test of soil column with perforated pavement expressing the infiltration intensity and capacity are affected by soil characteristics, soil moisture and water depth on the pavement.
对开孔铺面的土柱入渗试验结论是 :在充分供水条件下 ,下渗强度和下渗量的大小与土壤性质、土壤含水量及淹水深度有关 。
6)  infiltration experiment
入渗试验
1.
Characterizing scale-dependent heterogeneity of soil water movement through dying infiltration experiments;
土壤水分运动空间变异性尺度效应的染色示踪入渗试验研究
2.
On the basis of soil infiltration experiments in fields and observation of dynamic evolution of soil noisture through Shiyu Reflected device the laws of soil moisture dynamics change and re-distribution of soil moisture after infiltration stops are analyzed in the infiltration processes of accumulation of water.
以野外土壤入渗试验为依据,利用时域反射仪进行了土壤水分动态变化的观测,并分析了积水入渗过程中土壤水分的动态变化规津及停渗后土壤水分再分布规律。
3.
The infiltration experiment of ground water recharge is carried out,and the influence factors of infiltration is analysed.
根据顺义地区的土壤分布状况,选择典型小区,利用排水沟进行了地下水回补的入渗试验,分析了不同处理对入渗效果的影响。
补充资料:渗透脆性试验


渗透脆性试验


  测定红细胞在不同浓度的低渗盐水中破裂的试验。与红细胞表面面积与胞浆容量的比例有关。正常红细胞在0.42%~0.46%氯化钠中开始有少数发生破裂溶血,0.28%~0.32%时全部破裂。脆性增加见于先天性球形细胞溶血性贫血、自身免疫性溶血性贫血;脆性降低见于缺铁性贫血、海洋贫血及某些肝病时的贫血。
  
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