1) contact cement
接触胶结物
2) contact cemented gas hydrate
接触胶结水合物
1.
For contact-cemented gas hydrate layer, the elastic parameters most sensitive to change of saturation are S-wave velocity and wave impedance; For non-contact cemented gas hydrate layer, the elastic parameters most sensitive to change of saturation are ratio of elastic module and P-w.
对于接触胶结水合物层来说,对饱和度变化最为敏感的弹性参数是横波速度和横波波阻抗;对于非接触胶结水合物层来说,对饱和度变化最为敏感的参数是弹性模量比和纵波速度;对于游离气层来说,对饱和度变化最为敏感的弹性参数是弹性模量比和泊松比。
3) non-contact cemented gas hydrate
非接触胶结水合物
1.
For contact-cemented gas hydrate layer, the elastic parameters most sensitive to change of saturation are S-wave velocity and wave impedance; For non-contact cemented gas hydrate layer, the elastic parameters most sensitive to change of saturation are ratio of elastic module and P-w.
对于接触胶结水合物层来说,对饱和度变化最为敏感的弹性参数是横波速度和横波波阻抗;对于非接触胶结水合物层来说,对饱和度变化最为敏感的参数是弹性模量比和纵波速度;对于游离气层来说,对饱和度变化最为敏感的弹性参数是弹性模量比和泊松比。
5) soil-structure interface
土与结构物接触面
1.
Experimental study on mechanical characteristics of soil-structure interface;
土与结构物接触面物理力学特性试验研究
2.
Based on random distribution of interior defect,a damage constitutive model for soil-structure interface is developed by using the continuous intension and statistical theory herein.
结合连续强度理论和统计理论,从接触面内部缺陷分布的随机性出发,首次建立了土与结构物接触面的统计损伤本构模型。
6) bonded contact
粘结接触
1.
The potential delamination area is considered as a bonded contact and the delamination process as contact behavior between the interfaces.
在潜在产生脱层区域模拟为粘结接触,并将脱层模型作为界面的接触行为,引入一个损伤变量来表征在达到宏观裂纹之前的微裂纹和微缺陷区域面积,从而获得产生损伤时界面的有效刚度。
补充资料：聚合物胶结混凝土
分子式：
分子量：
CAS号：
性质：见聚合物混凝土。
分子量：
CAS号：
性质：见聚合物混凝土。
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