[*] up next print clean
Next: INTRODUCTION Up: Table of Contents

 

Lab measurement of elastic velocities in dry and saturated Massillon Sandstone

David Lumley, Dimitri Bevc, Jun Ji, Sándor Tálas

Author has no known email address

ABSTRACT

Lab measurement of physical rock properties, such as seismic compressional and shear velocities, can be an important link between in situ measurements of borehole lithology and the information content in remotely sensed surface seismic data. We made lab measurements of elastic velocities $\hbox{{<tex2html_image_mark\gt ... and $\hbox{{<tex2html_image_mark\gt ... in dry and saturated Massillon Sandstone rock samples. The rock samples were placed under a uniaxial force of 100 lb distributed over the core sample end surface area. ¶ and § pulsed waves were transmitted through the rock sample and first-break arrival times were picked from ¶ and §-mode waveforms. The first-break analysis gives dry rock ¶ and § wave velocities of $\hbox{{<tex2html_image_mark\gt ... dry = 2918 $\pm$ 32 m/s and $\hbox{{<tex2html_image_mark\gt ... dry = 1731 $\pm$ 99 m/s, and water-saturated rock velocities of $\hbox{{<tex2html_image_mark\gt ... wet = 3380 $\pm$ 78 m/s and $\hbox{{<tex2html_image_mark\gt ... wet = 1744 $\pm$ 201 m/s, respectively. We also tested Gassmann's prediction of saturated velocity from the dry rock measurements, and found that Gassmann's relation gave incorrect and potentially misleading results, on the order of 20% less than lab measured saturated velocities.



 
[*] up next print clean
Next: INTRODUCTION Up: Table of Contents
Stanford Exploration Project
11/18/1997