| 1. | We can follow a similar line of argument for the p-wave solutions .
对于P波解，可以按照类似的方法进行论证。 |
| 2. | Inversion of fracture density and azimuth using p - wave seismic data
利用纵波资料反演裂缝发育密度和方向 |
| 3. | We can follow a similar line of argument for the p - wave solutions
对于p波解，可以按照类似的方法进行论证。 |
| 4. | Effects of single joint with nonlinear normal deformation on p - wave propagation
非线性法向变形节理对弹性纵波传播的影响 |
| 5. | We can reasonably estimate the shear modulus if we know the p - wave modulus
如果p波模量已知，我们可以合理地估算出剪切模量。 |
| 6. | The analysis of seismograms indicates that the first arrival is a p - wave , followed by a s - wave
地震波记录曲线的分析表明，初至波是p波，随后是s波。 |
| 7. | Therefore , shear modulus should have better correlation with dry p - wave modulus as shown in figure 5
因此，剪切模量与干燥p波模量具有更好的相关性，如图5 。 |
| 8. | Extracting p - wave and s - wave information for full - wave logging by using long - short time window energy ratio method
长短时窗能量比法提取声波全波列测井纵横波信息 |
| 9. | Calculate shear modulus based on empirical relations for dry p - wave and shear modulus , as in equation ( 6 )
计算基于干燥p波模量和剪切模量关系的剪切模量，如方程6 。 |
| 10. | Standard test method for measuring the p - wave speed and the thickness of concrete plates using the impact - echo method
用冲击回声法测量p波速度和混凝土板的厚度的标准试验方法 |
