Studying the Effect of Preconsolidation Stress on Stress-Strain Behavior of Sands

Simple item page
dc.contributor.advisorMyers, Michael T.
dc.contributor.committeeMemberHathon, Lori A.
dc.contributor.committeeMemberWong, George K.
dc.creatorArya, Abhishek
dc.date.accessioned2018-12-03T14:50:40Z
dc.date.available2018-12-03T14:50:40Z
dc.date.createdMay 2018
dc.date.issued2018-05
dc.date.submittedMay 2018
dc.date.updated2018-12-03T14:50:40Z
dc.description.abstractThe pore volume compressibility of unconsolidated sand reservoirs is a principal mechanism controlling reservoir economics. Core handling and testing protocols for unconsolidated sands are significantly different than for consolidated materials. A single stress step equilibration is compared to stress cycling equilibration techniques for measuring the uniaxial compressibility. The resulting uniaxial compressibility curves are compared, as are pre- and post- test CT scans of the samples. In high compressibility samples, stress cycling at 1250 psi resulted in substantial brittle grain failure compared to the single step protocol. The measured compressibility from stress cycling was as much as 23% lower than that obtained from single stress step protocol. For the more quartzose sands, compressibility curves from the two methods overlaid (within experimental error) over a range of depletion of up to 8000 psi. Far less grain fracturing was also observed for this lithology. For unconsolidated sand reservoirs that are rich in feldspar or ductile lithic fragments, the two laboratory test protocols result in dramatically different estimates of compressibility at low depletion stresses. A samples’ mineralogy, texture and stress history must be considered while designing an equilibration protocol. The second portion of the thesis explores the effect of preconsolidation on the stress-strain behavior of sand packs. Comparison to Modified Cam-Clay (MCC) models are made and the necessity for a double yield surface model is discussed.
dc.description.departmentPetroleum Engineering, Department of
dc.format.digitalOriginborn digital
dc.format.mimetypeapplication/pdf
dc.identifier.urihttp://hdl.handle.net/10657/3603
dc.language.isoeng
dc.rightsThe author of this work is the copyright owner. UH Libraries and the Texas Digital Library have their permission to store and provide access to this work. Further transmission, reproduction, or presentation of this work is prohibited except with permission of the author(s).
dc.subjectModified Cam-Clay
dc.subjectDouble Yield Surface
dc.subjectUnconsolidated Sands
dc.subjectTriaxial Test
dc.subjectMultistage triaxial test
dc.subjectPreconsolidation
dc.subjectUniaxial Test
dc.subjectCompressibility
dc.subjectSample Preparation
dc.subjectSand pack
dc.titleStudying the Effect of Preconsolidation Stress on Stress-Strain Behavior of Sands
dc.type.dcmiText
dc.type.genreThesis
local.embargo.lift2020-05-01
local.embargo.terms2020-05-01
thesis.degree.collegeCullen College of Engineering
thesis.degree.departmentPetroleum Engineering, Department of
thesis.degree.disciplinePetroleum Engineering
thesis.degree.grantorUniversity of Houston
thesis.degree.levelMasters
thesis.degree.nameMaster of Science

Files

Original bundle

Now showing 1 - 1 of 1
No Thumbnail Available
Name:
ARYA-THESIS-2018.pdf
Size:
6.6 MB
Format:
Adobe Portable Document Format
Download

License bundle

Now showing 1 - 2 of 2
No Thumbnail Available
Name:
PROQUEST_LICENSE.txt
Size:
4.43 KB
Format:
Plain Text
Description:
Download
No Thumbnail Available
Name:
LICENSE.txt
Size:
1.81 KB
Format:
Plain Text
Description:
Download

Collections

Published ETD Collection