Abstract

A dataset was assembled from studies on 35 preserved claystone cores from different locations around the world and burial depths from <200 m to ~3700 m. Combining all data together, within a small amount of scatter there appears to be a single common trend for porosity (or bulk density) vs. depth (and vs. effective stress), irrespective of location, geologic age, clay type or the exact clay content, as long as the formation is clay-supported. High-pressure mercury injection porosimetry shows that the modal size of the inter-clay-grain pores reduces in a systematic way with increasing burial stress. This loss of porosity and closer packing of the clay grains, likely combined with grain-to-grain bonding, causes mechanical properties to also change in a systematic way. Whether or not a claystone behaves in a brittle vs. a ductile manner generally depends on the value of confining stress relative to a ‘preconsolidation’ stress, with young high-porosity claystones behaving quite similar to soil mechanics critical-state theory and deeper, low-porosity claystones deviating from several aspects of this theory and having an apparent preconsolidation stress much higher than actual. Various diagenetic mechanisms are likely responsible for 1) an apparent shift to higher bulk density (lower porosity) at a certain depth/stress/temperature and 2) the development of bonding strength and the transition from soil-like to rock-like behavior with increasing burial depth.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.