Geomechanical Characteristics of Hydrate-bearing Sands
This thesis presents an experimental study on the geomechanical characteristics of lab-synthesized methane hydrate bearing sand. Sand was tested in four different states, namely, base sand (BS), frozen sand (FS), gas-saturated hydrate bearing sand (HS), and water-saturated hydrate bearing sand (WHS)...
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Language: | English |
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Graduate Studies
2018
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Online Access: | http://hdl.handle.net/1880/108828 https://doi.org/10.11575/PRISM/33168 |
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ftunivcalgary:oai:prism.ucalgary.ca:1880/108828 2023-08-27T04:10:34+02:00 Geomechanical Characteristics of Hydrate-bearing Sands Abbas, Muhammad Priest, Jeffrey A. Hayley, Jocelyn L. Clarkson, Christopher R. 2018-09-20 application/pdf http://hdl.handle.net/1880/108828 https://doi.org/10.11575/PRISM/33168 eng eng Graduate Studies Schulich School of Engineering University of Calgary Calgary Abbas, M. (2018). Geomechanical Characteristics of Hydrate-bearing Sands (Unpublished master's thesis). University of Calgary, Calgary, AB. doi:10.11575/PRISM/33168 http://dx.doi.org/10.11575/PRISM/33168 http://hdl.handle.net/1880/108828 University of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission. Gas hydrates Geotechnical engineering Triaxial testing Resonant column testing Hydrate bearing sand Hydrate bearing soils Permeability of hydrates Cemented hydrates Cemented sands Soil Science Geology Engineering--Civil Geotechnology master thesis 2018 ftunivcalgary https://doi.org/10.11575/PRISM/33168 2023-08-06T06:23:22Z This thesis presents an experimental study on the geomechanical characteristics of lab-synthesized methane hydrate bearing sand. Sand was tested in four different states, namely, base sand (BS), frozen sand (FS), gas-saturated hydrate bearing sand (HS), and water-saturated hydrate bearing sand (WHS). Test specimens were evaluated for permeability, stiffness and triaxial strength. It was found that hydrate formation caused a reduction in permeability and a large increase in stiffness of sand. Triaxial test results indicate that both hydrate and ice increased the strength of sand and induced strain-softening behavior. However, HS showed higher peak strength than FS and exhibited different deformation characteristics. Stiffness and triaxial strength of WHS were lower than HS possibly due to marginal hydrate dissociation leading to a potential loss of cementation during water-saturation. The existence of inter-granular cementation in WHS was validated by analysis of experimental data using stress-dilatancy relationship for cohesive soils. Master Thesis Methane hydrate PRISM - University of Calgary Digital Repository Base Sand ENVELOPE(-130.237,-130.237,54.083,54.083) |
institution |
Open Polar |
collection |
PRISM - University of Calgary Digital Repository |
op_collection_id |
ftunivcalgary |
language |
English |
topic |
Gas hydrates Geotechnical engineering Triaxial testing Resonant column testing Hydrate bearing sand Hydrate bearing soils Permeability of hydrates Cemented hydrates Cemented sands Soil Science Geology Engineering--Civil Geotechnology |
spellingShingle |
Gas hydrates Geotechnical engineering Triaxial testing Resonant column testing Hydrate bearing sand Hydrate bearing soils Permeability of hydrates Cemented hydrates Cemented sands Soil Science Geology Engineering--Civil Geotechnology Abbas, Muhammad Geomechanical Characteristics of Hydrate-bearing Sands |
topic_facet |
Gas hydrates Geotechnical engineering Triaxial testing Resonant column testing Hydrate bearing sand Hydrate bearing soils Permeability of hydrates Cemented hydrates Cemented sands Soil Science Geology Engineering--Civil Geotechnology |
description |
This thesis presents an experimental study on the geomechanical characteristics of lab-synthesized methane hydrate bearing sand. Sand was tested in four different states, namely, base sand (BS), frozen sand (FS), gas-saturated hydrate bearing sand (HS), and water-saturated hydrate bearing sand (WHS). Test specimens were evaluated for permeability, stiffness and triaxial strength. It was found that hydrate formation caused a reduction in permeability and a large increase in stiffness of sand. Triaxial test results indicate that both hydrate and ice increased the strength of sand and induced strain-softening behavior. However, HS showed higher peak strength than FS and exhibited different deformation characteristics. Stiffness and triaxial strength of WHS were lower than HS possibly due to marginal hydrate dissociation leading to a potential loss of cementation during water-saturation. The existence of inter-granular cementation in WHS was validated by analysis of experimental data using stress-dilatancy relationship for cohesive soils. |
author2 |
Priest, Jeffrey A. Hayley, Jocelyn L. Clarkson, Christopher R. |
format |
Master Thesis |
author |
Abbas, Muhammad |
author_facet |
Abbas, Muhammad |
author_sort |
Abbas, Muhammad |
title |
Geomechanical Characteristics of Hydrate-bearing Sands |
title_short |
Geomechanical Characteristics of Hydrate-bearing Sands |
title_full |
Geomechanical Characteristics of Hydrate-bearing Sands |
title_fullStr |
Geomechanical Characteristics of Hydrate-bearing Sands |
title_full_unstemmed |
Geomechanical Characteristics of Hydrate-bearing Sands |
title_sort |
geomechanical characteristics of hydrate-bearing sands |
publisher |
Graduate Studies |
publishDate |
2018 |
url |
http://hdl.handle.net/1880/108828 https://doi.org/10.11575/PRISM/33168 |
long_lat |
ENVELOPE(-130.237,-130.237,54.083,54.083) |
geographic |
Base Sand |
geographic_facet |
Base Sand |
genre |
Methane hydrate |
genre_facet |
Methane hydrate |
op_relation |
Abbas, M. (2018). Geomechanical Characteristics of Hydrate-bearing Sands (Unpublished master's thesis). University of Calgary, Calgary, AB. doi:10.11575/PRISM/33168 http://dx.doi.org/10.11575/PRISM/33168 http://hdl.handle.net/1880/108828 |
op_rights |
University of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission. |
op_doi |
https://doi.org/10.11575/PRISM/33168 |
_version_ |
1775352701436035072 |