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1)  l face easily split
易劈裂面
2)  cleavage plane
劈裂面
3)  Fissility [英][fi'siliti]  [美][fɪ'sɪlətɪ]
易裂性,可劈性
4)  split [英][splɪt]  [美][splɪt]
劈裂
1.
Based on the characteristics in the strength of coal seam under the action of the ground pressure, the impact coal cutting is achieved in the coal winning technique by using the impact cutting tool to impact, split and cut the coal on the coal wall.
根据采煤工作面煤壁受地压作用后煤体强度降低的特点,利用冲击刀具对煤壁进行冲击劈裂,在回采工艺上实现了冲击式落煤。
2.
To the cracks on the bottom of the slabs,the effect of water is just like the uniform forces assigned on the crack face which lead to the cracks to split.
对于板底裂纹而言,水的作用相当于在裂纹面上施加了促使裂纹扩展的均布劈裂力,运用断裂力学原理揭示了水对裂纹的劈裂作用,同时采用平面有限元从应力角度考察了水压对裂纹的劈裂影响。
3.
Plain high strength concr ete and plain normal strength concrete,fiber high strength concrete and fiber no rmal strength concrete were tested respectively with split test and their capaci ty to resist propagation of.
通过劈裂试验测试了混凝土的抗裂纹扩展能力与卸载后的裂纹闭合能力 ,获得了具有不同扩展宽度的裂纹 ;然后通过对带裂纹试件的水渗透性试验 ,确定了裂纹宽度COD (CrackOpeningDisplacement)对混凝土渗透系数Kf 的影响关系 ;通过研究劈裂试验中获得的纤维对卸载后裂纹闭合能力的提高关系 ,可以推知纤维对渗透系数的影响。
5)  cleavage [英]['kli:vɪdʒ]  [美]['klivɪdʒ]
劈裂
1.
Several suggestionsto improve the method of testing cleavage strength were presented.
对金属胶接接头劈裂强度测试方法和影响劈裂强度的主要因素的作用进行了分析与讨论。
2.
Based on stress analysis of soil mass in the course of cleavage grouting,the cleavage type of different kinds of soil mass is discussed in this paper.
本文通过对劈裂灌浆过程中土体的应力分析,探讨了不同类型土体劈裂形式,从而对劈裂灌装加固土体的机理得到了较好的解释。
6)  splitting [英]['splɪtɪŋ]  [美]['splɪtɪŋ]
劈裂
1.
Dependence of polar Kerr effect on electron spin exchange splitting;
极向Kerr效应对电子自旋交换劈裂的依赖性
2.
The results indicate that the conductance and the resonant splitting are dependent on the structural dimension, the number of quantum dots and the strength of negative potential.
计算结果表明,电导图谱及其共振峰的劈裂依赖于量子点的几何尺寸、量子点的数目及量子点中势的大小。
3.
On the basis of the theory,the paper analyzes the effects,such as permeability,compaction and splitting,of post-grouting to pile shaft and soil around pile tip qualitatively,and the paper also analyzes the change of front-to-back bearing capacity and its influencing factors.
本文应用柱形塑性扩张理论对灌注桩后压浆的最终扩张压力与扩散半径进行推导和计算,定性分析了后压浆对桩侧,桩端土产生渗透、压密、劈裂三种效应机理,应用经验公式分析了压浆前后承载力的变化及其影响因素,通过工程实例总结得出相关结论,对于同类工艺的技术参数选取有现实的指导意义。
补充资料:劈裂强度
分子式:
CAS号:

性质:在规定的试验条件下,胶接试样产生分离时单位胶接宽度所需的拉伸载荷,以kN/m表示。劈裂试验是刚性材料与刚性材料胶接时胶黏剂承受集中负荷的能力。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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