1) original porosity
初始孔隙度
1.
The original porosity lied on clastic size and lithofacies so that the original porosity of a sort clastic bed can be considered as the same, but the compaction process could be different from each other.
同种类的沉积岩石的初始孔隙度值可能相差不大,它们主要受碎屑颗粒大小和沉积相影响,但是其压实过程可能会存在较大的差异。
2) initial void ratio
初始孔隙比
1.
It was shown that ① For the rockfills with determined particle grading,the conversion between shear dilatancy and shrinkage of the samples depended upon a critical initial void ratio(e0)crit and critic.
基于不同初始孔隙比e0和不同固结压力σc情况下筑坝堆石料大型三轴固结排水剪切试验,分析了堆石料应力应变关系与体积应变关系以及剪胀率ζ与塑性剪应变εsp关系的变化规律。
2.
The study has shown that the transient modulus of MSW is changed when the organic content,the initial moisture,the initial void ratio or the degradation degree of MSW changing;and some changing laws due to influences of above-mentioned factors are obtained.
采用有代表性配比的人工配料垃圾土试样对瞬时模量变化规律进行了试验研究,结果表明:垃圾土有机质含量、初始含水率、初始孔隙比及降解程度的变化对瞬时模量都有影响,并得到了各影响因素下的变化规律。
3) original porosity
原始孔隙度
4) in situ porosity
地层原始孔隙度
5) incipient fracture porosity
原始裂缝孔隙度
6) initial gap
初始间隙
1.
With new inferring method and theory,difference of initial gap distribution laws in basic ways of gear modification is analyzed.
利用新的理论方法,对各种修形方式的初始间隙进行求差运算,通过对运算结果进行分析,确定了不同条件下的最佳修形方式,并用实例验证了所得结论,对工程实际有一定的理论指导意义。
2.
The closing constitutive relation for the frictional contact with initial gap is added to the model in this paper, which makes it more perfect.
在连杆接触单元非线性模型的基础上，增加了有初始间隙的摩擦接触问题的闭合本构关系，算例及工程应用表明，本模型理论正确，计算结果合理且精度较高，并易于实施，可应用于复杂的工程接触问题的求
3.
The computation shows that the equal number of the maximum strain of the beams is well consistent with the maximum strain of the beams which is ob-tained by the equal number of the initial gap of the beams.
用白噪声均匀分布产生的随机数的值模拟梁间接触时的初始间隙。
补充资料：催化剂孔隙度(degree of catalyst pole)
分子式：
CAS号：
性质：又称催化剂孔隙度(degree of catalyst pole)。多孔性催化剂颗粒内微孔的总体积，单位是ml/g。其大小由催化剂制备条件决定。
CAS号：
性质：又称催化剂孔隙度(degree of catalyst pole)。多孔性催化剂颗粒内微孔的总体积，单位是ml/g。其大小由催化剂制备条件决定。
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