Method and apparatus for determining acoustic wave parameters in well logging

1981 ◽  
Vol 69 (6) ◽  
pp. 1858-1858
Author(s):  
John D. Ingram
Keyword(s):  
Acoustic Wave ◽  
Well Logging ◽  
Wave Parameters

Temperature Dependence of the Material and Acoustic Wave Parameters of Berlinite

1983 ◽  
Author(s):  
D.S. Bailey ◽  
J.C. Andle ◽  
D.L. Lee ◽  
W. Soluch ◽  
J.F. Vetelino ◽  
...  
Keyword(s):  
Acoustic Wave ◽  
Temperature Dependence ◽  
Wave Parameters

scholarly journals STATISTICAL ANALYSIS OF ACOUSTIC WAVE PARAMETERS NEAR SOLAR ACTIVE REGIONS

2016 ◽  
Vol 827 (2) ◽  
pp. 140 ◽  
Author(s):  
M. Cristina Rabello-Soares ◽  
Richard S. Bogart ◽  
Philip H. Scherrer
Keyword(s):  
Statistical Analysis ◽  
Acoustic Wave ◽  
Active Regions ◽  
Wave Parameters ◽  
Solar Active Regions

scholarly journals Evaluation of Cumulative Damage of Sandstone under Cyclic Wetting and Drying through Acoustic Wave Parameters and Resistivity Testing

2020 ◽  
Vol 23 (4) ◽  
pp. 256-261
Author(s):  
Ye He ◽  
Kui Wang ◽  
Yuehui Ji ◽  
Guoyin Wu ◽  
Mingjie Zhao
Keyword(s):  
Acoustic Wave ◽  
Wave Velocity ◽  
Nonlinear Coefficient ◽  
Cumulative Damage ◽  
P Wave ◽  
Internal Damage ◽  
Wetting And Drying ◽  
Cycle Number ◽  
Wave Parameters ◽  
P Wave Velocity

This paper carries out cyclic wetting and drying experiments on the sandstones from the bank slope of an inland port, and explores the deterioration features and acoustic wave parameters and resistivity (AWPR) of the sandstone. The variations in P-wave velocity, attenuation coefficient, nonlinear coefficient, resistivity, and other indices with the cycle number were discussed in details. Then, the correlations between P-wave velocity, resistivity, and physical-mechanical indices were analyzed based on the experimental results. Through the analysis on instantaneous damage analysis, a cumulative damage model was proposed, in the light of the AWPR. The results show that: the evolution of sandstone resistivity can accurately reflect the deterioration features of the sandstone under cyclic wetting and drying, providing a desirable tool to characterize rock strength deterioration and internal damage changes. Taking cycle number into account, the proposed theoretical model for cumulative damage can derive the damage and deterioration of sandstone excellently. By this model, the AWPR at any moment can be acquired in real time on site, which is convenient for engineering application.

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