A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS

Changing stress can affect the ability of fluid to flow along mechanical discontinuities such as faults, fractures, or bedding planes. Stress can cause mechanical discontinuity to reactivate in shear, resulting in an increase in fluid flow. The values for present-day horizontal stress orientation an...

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Main Author: Enderlin, Milton Bock
Other Authors: Helge Alsleben
Format: Others
Language:en
Published: Texas Christian University 2011
Subjects:
Online Access:http://etd.tcu.edu/etdfiles/available/etd-03222011-164024/
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spelling ndltd-TCU-oai-etd.tcu.edu-etd-03222011-1640242013-01-08T02:48:36Z A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS Enderlin, Milton Bock College of Science and Engineering Changing stress can affect the ability of fluid to flow along mechanical discontinuities such as faults, fractures, or bedding planes. Stress can cause mechanical discontinuity to reactivate in shear, resulting in an increase in fluid flow. The values for present-day horizontal stress orientation and magnitude can be constrained from structural geology principles via interpretation of mapped active features and wellbore information such as drilling history and image logs. Stress magnitudes and orientation information is used to calculate the shear and normal stress magnitudes acting on the mechanical discontinuities of all possible orientations. Furthermore, the necessary magnitudes of fluid pressure within each mechanical discontinuity that would be required to encourage shear failure reactivation are evaluated. A laboratory experiment and an example from the Barnett Shale play are presented as an application of the method. The Barnett example identifies likely orientations of pre-existing fractures that could interact with fluids during hydraulic fracture stimulation. Helge Alsleben Texas Christian University 2011-03-22 text application/pdf application/msword http://etd.tcu.edu/etdfiles/available/etd-03222011-164024/ http://etd.tcu.edu/etdfiles/available/etd-03222011-164024/ en unrestricted I hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to TCU or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.
collection NDLTD
language en
format Others
sources NDLTD
topic College of Science and Engineering
spellingShingle College of Science and Engineering
Enderlin, Milton Bock
A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
description Changing stress can affect the ability of fluid to flow along mechanical discontinuities such as faults, fractures, or bedding planes. Stress can cause mechanical discontinuity to reactivate in shear, resulting in an increase in fluid flow. The values for present-day horizontal stress orientation and magnitude can be constrained from structural geology principles via interpretation of mapped active features and wellbore information such as drilling history and image logs. Stress magnitudes and orientation information is used to calculate the shear and normal stress magnitudes acting on the mechanical discontinuities of all possible orientations. Furthermore, the necessary magnitudes of fluid pressure within each mechanical discontinuity that would be required to encourage shear failure reactivation are evaluated. A laboratory experiment and an example from the Barnett Shale play are presented as an application of the method. The Barnett example identifies likely orientations of pre-existing fractures that could interact with fluids during hydraulic fracture stimulation.
author2 Helge Alsleben
author_facet Helge Alsleben
Enderlin, Milton Bock
author Enderlin, Milton Bock
author_sort Enderlin, Milton Bock
title A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
title_short A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
title_full A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
title_fullStr A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
title_full_unstemmed A METHOD FOR EVALUATING THE EFFECTS OF STRESSES AND ROCK STRENGTH ON FLUID FLOW ALONG THE SURFACES OF MECHANICAL DISCONTINUITIES IN LOW PERMEABILITY ROCKS
title_sort method for evaluating the effects of stresses and rock strength on fluid flow along the surfaces of mechanical discontinuities in low permeability rocks
publisher Texas Christian University
publishDate 2011
url http://etd.tcu.edu/etdfiles/available/etd-03222011-164024/
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