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1)  particulate clay
颗粒白土
1.
In this study,deactivated particulate clay was characterized by means of BET,TG,TPO,UV-Vis,XRD,and NH_3-TPD,and the mechanisms of deactivation were analysed.
采用BET、TG、TPO、UV-Vis光谱、XRD和NH3-TPD等方法对芳烃精制失活颗粒白土进行了表征,分析了颗粒白土的失活原因,并对其再生方法进行了初探。
2.
The effects of acidification condition, binder addition, and calcination temperature on performances of the particulate clay were studied.
采用X射线衍射、孔径分布测试及脱烯烃评价试验,确定优质的白土矿源,研究了酸化条件、粘结剂及焙烧温度对颗粒白土性能的影响,制备了优质的NL-1和NL-2颗粒白土
2)  clay particles
粘土颗粒
1.
Fractal characteristics of adsorption of direct dye compounds onto clay particles;
粘土颗粒吸附直接染料的分形特征
2.
In this paper, the adsorption characterisitics of direct dye compound onto the clay particles were studied.
染料废水是现今工业废水中处理的难点,吸附法是处理这类废水的主要方法之一,粘土颗粒由于其独特的片层结构而具有良好的吸附性能。
3)  sand grains
砂土颗粒
1.
The natural packing structure of sand grains under gravity within cylindrical and cuboidal container has been simulated using Monte Carlo method.
用MonteCarlo随机模拟方法模拟砂土颗粒在重力作用下,在圆柱与长方体容器中的自然堆积过程。
4)  coarse grained soil
粗颗粒土
1.
Study on behavior of coarse grained soil and its modeling;
粗颗粒土的应力应变特性及其数学描述研究
2.
Influencing factors for particle breakage of coarse grained soil
粗颗粒土颗粒破碎影响因素试验研究
5)  dust particle
尘土颗粒
1.
The study of characteristics of electric charge for charged dust particles by the Millikan testing method is introduced.
使用密立根方法,对尘土颗粒的带电特性进行了研究。
2.
the characteristics of electrical charges carried by dust particles and their effects on electraic contactfailure were introduced.
对尘土颗粒的带电特性进行了研究,并探讨了颗粒带电对电接触故障的影响。
6)  soil granule
土颗粒
1.
According to experimental investigation of stress transfer within a model system of disordered grains and using the theory of diffusion process,the stress distribution,displacement mode of soil granule and its diffusion pattern in static soil structure were analyzed miceroscopically when the granule medium of the soil around compacted pile is subjected to radial compression in a plastic condition.
基于无序颗粒堆中应力传递的试验研究,用扩散过程理论微观分析挤密桩的桩周土颗粒介质在径向挤压力的作用下,塑性区内土体静力结构的应力分布、土颗粒的位移形式及其扩散规律,并用概率模型定性地描述了无粘性土复合地基的挤密过程中土颗粒的位移,得到了在r≤d2、d2≤r≤rs、r≥rs3 个不同范围内,土颗粒径向位移的概率分布模型。
补充资料:佛罗里达白土,活性白土 ,血鲜红质
CAS:50-59-9
分子式:C19H17N3O4S2
分子质量:415.48

中文名称:佛罗里达白土,活性白土 ,血鲜红质

英文名称:pyridinium, 1-((2-carboxy-8-oxo-7-(2-(2-thienyl)acetamido)-5-thia-1-azabicyclo(4.2.0)o ct- 2-en-3-yl)methyl)-, hydroxide, inner salt
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