Your browser is not recommended for EDX, we suggest using the latest version of Google Chrome.

GEOTECHNICAL STUDIES ON THE OVERBURDEN ROCK FROM THE RAWLINS, T-2 UCG SITE

License(s):

Other (Open)

"Mechanical properties, specifically uniaxial compressive strength, tensile strength, propagation velocities for compressional (P) and shear (S) waves and dynamic elastic moduli, measured for rock types from the Rawlins, Wyoming T-2 underground coal gasification (UCG) site correlate well with mean grain size , volume percent cement, types of cement and percent porosity. Mechanical properties show the strongest relationship with the amount of calcite cement present. Mean grain size, percent porosity and percent clay cement show less pronounced relationships with mechanical properties when the amount of calcite cement present is small. Mechanical wave velocities and uniaxial compressive strength are related, but the relationship is not linear. Recommendations are given for routine sampling, testing and analysis procedures to assess mechanical and lithological parameters at UCG site"

Followers: 0

Citation (Click to Copy)

Data and Resources

    Gathering Resources...

Keywords

Additional Info

Field Value
Last Updated September 29, 2016, 20:35 (LMT)
Created September 29, 2016, 20:35 (LMT)
Citation Lary K. Burns,Thomas R. Marks, Frank G. Ethridge, Alv D. Youngberg ---- Roy Long, GEOTECHNICAL STUDIES ON THE OVERBURDEN ROCK FROM THE RAWLINS, T-2 UCG SITE, 2016-09-29, https://edx.netl.doe.gov/dataset/geotechnical-studies-on-the-overburden-rock-from-the-rawlins-t-2-ucg-site
Netl Product yes
Poc Email Roy.long@netl.doe.gov
Point Of Contact Roy Long
Program Or Project KMD
Publication Date 1983-8-1