Chapter
Jul 14, 2014
Influence of Mineralogy on the Index Properties and Durability of Crushed Shales
Authors: L. Sebastian Bryson, Ph.D. [email protected], and Isabel Cristina Gomez-GutierrezAuthor Affiliations
Publication: Shale Energy Engineering 2014: Technical Challenges, Environmental Issues, and Public Policy
Abstract
Weak shale formations in oil shale production are the primary cause of instability in drill holes due to sloughing and swelling. During and after the drilling, shales continuously absorb water and consequently deteriorate with time. The effect of the deterioration results in the transformation of a hard rock with high cohesion and frictional resistance to a soft, fine-grained mass without cohesion, lower shear strength, and high swelling susceptibility. As a result, the shales swell and slough into the hole. Shales are primarily composed of varying amounts of clay minerals (i.e. chlorite, mixed layer illite-smectite, illite, and kaolinte), quartz, and other minerals such as carbonates, pyrite or iron oxides. In particular, understanding the influence of clay minerals on the shale is crucial to understanding the mechanical behavior of shales. This is because clays are highly reactive minerals in the presence of water. Due to this reactivity, shales tend to be highly susceptible to deterioration. This paper investigates the association between shale mineralogy and mechanical characteristics. For this study, shale samples were collected from a variety of locations in Kentucky. The specimens were assumed to be representative of hard and soft shales with high, medium, and low durability. These samples were crushed and laboratory testing was performed. The lab tests included index tests, mineralogical tests, and durability tests. It was observed from the results of this study that the mineralogy explained the activity and variations in several index properties, as well as the durability of the samples.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Published online: Jul 14, 2014
Permissions
Request permissions for this article.
Authors
Affiliations
Hardin-Drnevich-Huang Associate Professor, Department of Civil Engineering, 161 Raymond Bldg., University of Kentucky, Lexington, KY 40506, USA. E-mail: [email protected]
Isabel Cristina Gomez-Gutierrez
S.M.ASCE
Research Assistant, Department of Civil Engineering, 161 Raymond Bldg., University of Kentucky, Lexington, KY 40506, USA.
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.